Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an alternative material, design or method of construction in order to satisfy and comply with the intent of the provision of the code, as noted in this report, and for at least equivalence to that prescribed in the code in quality, strength, effectiveness, fire resistance, durability and safely, as applicable, in accordance with IBC Section 104.11. This document shall only be reproduced in its entirety.
Copyright © 2018 by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. Ph: 1-877-4IESRPT • Fax: 909.472.4171 • web: www.uniform-es.org • 4755 East Philadelphia Street, Ontario, California 91761-2816 – USA
Page 1 of 68
ASC PROFILES LLC 2110 Enterprise Blvd.
West Sacramento, CA 95691 (800) 733-4955 www.ascprofiles.com
ASC Profiles Division:
AEP Span www.aepspan.com
ASC Building Products www.ascbp.com AEP SPAN AND ASC BUILDING PRODUCTS: SINGLE SKIN STEEL ROOF AND WALL PANELS WITH CONCEALED FASTENERS CSI Section:
07 61 00 Sheet Metal Roofing 07 64 00 Sheet Metal Wall Cladding
1.0 RECOGNITION ASC Profiles, LLC. AEP Span and ASC Building Products Single Skin Steel Roof and Wall Panels With Concealed Fasteners have been evaluated for use as exterior roof and wall covering panels. The structural and fire resistance properties of the panels have been evaluated for compliance with the following codes:
• 2015, 2012, and 2009 International Building Code®
(IBC) • 2015, 2012, and 2009 International Residential
Code® (IRC) • 2016 California Building Code (CBC) and
California Residential Code (CRC) – see attached Supplement
The roof panels comply with requirements for metal roof panels in Chapter 15 of the IBC, and Section R905 of the IRC. The wall panels comply with requirements for steel exterior wall coverings in Chapter 14 of the IBC, and Section R703 of the IRC. 2.0 LIMITATIONS The AEP Span and ASC Building Products panels, clips, and fasteners described in this report are in compliance with, or are acceptable alternatives to what is specified in those codes listed in Section 1.0 of this report subject to the following limitations: 2.1 Metal panels used in roof applications shall be applied to a solid or closely fitted deck, except where the roof covering is specifically designed to be applied to spaced support members. The panel installation tables within this report provide applicable substrate limitations.
2.2 Calculations demonstrating compliance with this report shall be submitted to the code official for approval. The calculations shall be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 2.3 The minimum allowable roof panel slopes shall conform to IBC Section 1507.4 or IRC Section R905.10; or as stated within this report. 2.4 Roof panel flashing requirements, when applicable, shall comply with IBC Section 1503.2 and 1503.3 or IRC Sections R903.2 and R903.3. Underlayment shall be installed in accordance with IBC Section 1507.4.5 or IRC Section R905.10.5 where applicable wind conditions occur. 2.5 Panels used on exterior walls shall be flashed in accordance with IBC Section 1405.4 and shall be over a water-resistant barrier complying and installed in accordance with IBC Section 1403.2 or IRC Section R703.1. Vapor retarders shall be installed, as applicable, in accordance with IBC Section 1405.3. 2.6 For load combinations that include wind uplift, the nominal wind load shall be permitted to be multiplied by 0.67 provided the conditions in AISI S100, Appendix A Section D6.2.1a Conditions (a) through (g) are satisfied. 2.6.1 Compliance with Conditions (a) and (d) through (g) shall be satisfied by conformance to the panel installation tables within this report. Compliance with Conditions (b) and (c) shall be the responsibility of the structural design professional. Conditions (b) and (c) are listed here: Condition (b): The wind load shall be calculated using ASCE/SEI 7 for components and cladding, in accordance with Method 1 (Simplified Procedure) or Method 2 (Analytical Procedure). Condition (c): The area of the roof being evaluated is in Zone 2 (edge zone) or Zone 3 (corner zone), as defined in ASCE/SEI 7, i.e., the 0.67 factor does not apply to the field of the roof (Zone 1). 2.7 Design of panel penetrations and other panel discontinuities shall be the responsibility of the structural design professional in accordance with IBC Section 1604.4 or in accordance with the manufacturer’s installation instructions, when approved by the building official. 2.8 Product Performance 2.8.1 Fire Resistance: Roof assemblies complying with the requirements of IBC Section 1505.2 Exception 2, or IRC Section R902.1 Exception 2 are considered Class A roof
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 2 of 68
assemblies. For other conditions, roof assemblies shall be listed as Class A, B, or C in accordance with ASTM E108 or UL 790 by an approved testing agency or shall be considered as non-classified roofing. ASC Profiles shall be contacted for information on specific listed assemblies. 2.8.2 Air and Water Infiltration: Air and water infiltration resistance is outside the scope of this report. Weather protection shall comply with Sections 2.4 or 2.5 of this report. 2.8.3 Hail Resistance: Hail resistance is outside the scope of this report. 2.8.4 Wind-Blown Debris Resistance: Wind-blown debris resistance is outside the scope of this report. 3.0 PRODUCT USE General design and installation shall be in accordance with the referenced codes in Section 1.0 of this report, this report, ASC Profile’s product installation guides, and ASC Profile’s Concealed Fastener Steel Roof and Wall Panel Structural Design Guide. Where conflicts occur, the more restrictive shall govern. 4.0 PRODUCT DESCRIPTION 4.1 Panels: The panels are available in the profiles as illustrated in the figures accompanying the tables in this report. All panels are provided with a painted finish. The panel profiles are available in various lengths and widths and thickness gages as follows:
Products evaluated
within this report:
Width(s)
(inches):
Gage No.(s):
Design Span® hp 12, 16, 17, 18 22 ga., 24 ga.
Klip Rib® 16 22 ga., 24 ga., 26 ga.
Prestige Series® 12 18 ga., 20 ga., 22
ga., 24 ga.
Select Seam® 12, 16 22 ga., 24 ga.
Skyline Roofing®
Skyline Roofing® hp
12, 16
16
26 ga.
24 ga.
Span-lok hp 12, 16 22 ga., 24 ga.
SpanSeam 12, 16 22 ga., 24 ga.
Note: 1 inch = 25.4 mm
4.2 Base Material: All No. 18 and No. 20 gage panels are manufactured from steel sheet with G90 galvanized coatings conforming to ASTM A653 SS Grade 40. All No. 22 and No. 24 gage panels are manufactured from steel sheet with AZ50 aluminum-zinc alloy coatings conforming to ASTM A792 SS Grade 50, or from steel sheet with G90 galvanized coatings conforming to ASTM A653 SS Grade 50. All No. 26 gage Klip Rib® panels are manufactured from steel sheet with AZ50 aluminum-zinc alloy coatings conforming to
ASTM A792 SS Grade 80. All No. 26 gage Skyline Roofing® panels are manufactured from steel sheet AZ50 aluminum-zinc alloy coatings conforming to ASTM A792 SS minimum Grade 33. 4.3 Clips: All panels within this report shall be installed with a concealed fastening system (not visible from panel exterior). Panels shall be attached to supports with either fasteners, or with clips and fasteners. All clips are formed from steel with either AZ50 aluminum-zinc alloy or G90 galvanized coatings conforming to ASTM A792 or ASTM A653 SS minimum Grade 33 respectively. Clips shall be supplied by ASC Profiles LLC. Clip types are identified in the panel installation tables within this report. 4.4 Fasteners: The fastener size and type requirements are identified in the panel installation tables within this report. All fasteners shall be zinc-plated with an added corrosion-resistant coating, or of a 300 series stainless steel construction. Self-tapping metal-to-metal fasteners shall comply with ASTM C1513. Fasteners installed into preservative- or fire-retardant-treated wood complying with the IBC shall be 300 series stainless steel or designed specifically for use with treated wood. 4.5 Substrates: ASC Profiles roof and wall panels may be installed over numerous substrates including, but not limited to, the following: • Cold formed steel in accordance with AISI S100 • Hot rolled steel in accordance with AISC 360 • Concrete in accordance with ACI 318 • Plywood and OSB in accordance with DOC PS-1 and
DOC PS-2 • Dimensional lumber in accordance with ANSI/AWS
National Design Specification (NDS)® The panel installation tables within this report provide applicable substrate limitations. 5.0 IDENTIFICATION A permanent die-stamp label bearing the name and address of the manufacturer (ASC Profiles, ASC Building Products, or AEP Span), the model number, the IAPMO-UES Mark of Conformity, and the evaluation report number (ER-309) identifies the products listed in this report. Either Mark of Conformity may be used as shown below:
or
IAPMO UES ER-309
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 3 of 68
6.0 SUBSTANTIATING DATA Data submitted in conformance with IAPMO-UES Evaluation Criteria EC011, adopted June 2015. Test results are from laboratories in compliance with ISO/IEC 17025. 7.0 STATEMENT OF RECOGNITION This evaluation report describes the results of research carried out by IAPMO Uniform Evaluation Service on ASC Profiles, LLC. AEP Span and ASC Building Products Single Skin Steel Roof and Wall Panels With Concealed Fasteners to assess conformance to the codes listed in Section 1.0 of this report, and serves as documentation of product certification.
Brian Gerber, P.E., S.E. Vice President, Technical Operations
Uniform Evaluation Service
Richard Beck, PE, CBO, MCP Vice President, Uniform Evaluation Service
GP Russ Chaney CEO, The IAPMO Group
For additional information about this evaluation report please visit
www.uniform-es.org or email us at [email protected]
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 4 of 68
Contents General Notes: ........................................................................................................................................................... 7
1- Span-lok hp & SpanSeam ...................................................................................................................................... 9
Figure 1.1 - Span-lok hp Profile: .................................................................................................................. 9
Figure 1.2 - SpanSeam Profile: .................................................................................................................... 9
Table 1.1 - Span-lok hp & SpanSeam Profiles:............................................................................................ 9
Table 1.2 - Attachment: .............................................................................................................................. 10
Table 1.3 - Section properties (12” Span-lok hp / SpanSeam): ................................................................. 11
Table 1.4 - Allowable reactions at supports (12” Span-lok hp / SpanSeam): ............................................ 11
Table 1.5 - Positive (inward) uniform load design values (12” Span-lok hp / SpanSeam): ....................... 12
Table 1.6 - Clip/fastener attachment schedule (12”, 22-24ga Span-lok hp / SpanSeam with Std. Clip): .. 13
Clip/fastener attachment schedule (12” Span-lok hp / SpanSeam w/low clip): ......................................... 14
Table 1.7 - Section properties (16” Span-lok hp / SpanSeam): ................................................................. 14
Table 1.8 - Allowable reactions at supports (16” Span-lok hp / SpanSeam): ............................................ 14
Table 1.9 - Positive (inward) uniform load design values (16” Span-lok hp / SpanSeam): ....................... 15
Table 1.10 - Clip/fastener attachment schedule (16”, 22ga Span-lok hp / SpanSeam with Std. Clip): ..... 16
Table 1.11 - Clip/fastener attachment schedules (16”, 24ga Span-lok hp / SpanSeam with Std. Clip): .... 17
Table 1.12 - Clip/fastener attachment schedule (Span-lok hp / SpanSeam with low Clip): ....................... 18
2- Design Span hp .................................................................................................................................................... 19
Figure 2.1 - Profile: ..................................................................................................................................... 19
Table 2.1 - Profile: ...................................................................................................................................... 19
Table 2.2 - Attachment: .............................................................................................................................. 20
Table 2.3 - Section properties (12” Design Span hp): ................................................................................ 20
Table 2.4 - Allowable reactions at supports (12” Design Span hp): ........................................................... 21
Table 2.5 - Positive (inward) uniform load design values (12” Design Span hp): ...................................... 21
Table 2.6 - Clip/fastener attachment schedules (12”, 22 & 24ga Design Span hp): .................................. 22
Table 2.7 - Section properties (16” Design Span hp): ................................................................................ 23
Table 2.8 - Allowable reactions at supports (16” Design Span hp): ........................................................... 23
Table 2.9 - Positive (inward) uniform load design values (16” Design Span hp): ...................................... 24
Table 2.10 - Clip/fastener attachment schedule (16”, 22ga Design Span hp): .......................................... 25
Table 2.11 - Clip/fastener attachment schedule (16”, 24ga Design Span hp): .......................................... 26
Table 2.12 - Section properties (17” Design Span hp): .............................................................................. 27
Table 2.13 - Allowable reactions at supports (17” Design Span hp): ......................................................... 27
Table 2.14 - Positive (inward) uniform load design values (17” Design Span hp): .................................... 28
Table 2.15 - Clip/fastener attachment schedules (17” & 18”, 22ga Design Span hp): ............................... 29
Table 2.16 - Clip/fastener attachment schedules (17” & 18”, 24ga Design Span hp): ............................... 30
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 5 of 68
Table 2.17 - Section properties (18” Design Span hp): .............................................................................. 31
Table 2.18 - Allowable reactions at supports (18” Design Span hp): ......................................................... 32
Table 2.19 - Positive (inward) uniform load design values (18” Design Span hp): .................................... 32
Clip/fastener attachment schedules (18” Design Span hp): ....................................................................... 32
3- Klip Rib ................................................................................................................................................................ 33
Figure 3.1 - Profile: ..................................................................................................................................... 33
Table 3.1 - Profile: ...................................................................................................................................... 33
Table 3.2 - Attachment: .............................................................................................................................. 33
Table 3.3 - Section properties (Klip Rib): ................................................................................................... 34
Table 3.4 - Allowable reactions at supports (Klip Rib): .............................................................................. 34
Table 3.5 - Positive (inward) uniform load design values (Klip Rib): ......................................................... 35
Table 3.6 - Clip/fastener attachment schedule (22ga Klip Rib): ................................................................. 36
Table 3.7 - Clip/fastener attachment schedule (24ga Klip Rib): ................................................................. 37
Table 3.8 - Clip/fastener attachment schedule (26ga Klip Rib): ................................................................. 38
4- Select Seam (Narrow Batten) ............................................................................................................................... 39
Figure 4.1 - Profile: ..................................................................................................................................... 39
Table 4.1 - Profile: ...................................................................................................................................... 39
Table 4.2 - Attachment: .............................................................................................................................. 39
Table 4.3 - Section properties (12” Select Seam): ..................................................................................... 40
Positive (inward) uniform load design values (12” Select Seam):.............................................................. 40
Table 4.4 - Clip/fastener attachment schedule (12”, 22ga Select Seam): ................................................. 41
Table 4.5 - Clip/fastener attachment schedule (12”, 24ga Select Seam): ................................................. 42
Table 4.6 - Section properties (16” Select Seam): ..................................................................................... 43
Positive (inward) uniform load design values (16” Select Seam):.............................................................. 43
Table 4.7 - Clip/fastener attachment schedule (16”, 22ga Select Seam): ................................................. 44
Table 4.8 - Clip/fastener attachment schedule (16”, 24ga Select Seam): ................................................. 45
5- Prestige Series ..................................................................................................................................................... 46
Figure 5.1 - Profile: ..................................................................................................................................... 46
Table 5.1 - Profile: ...................................................................................................................................... 46
Table 5.2 - Attachment: .............................................................................................................................. 46
Table 5.3 - Section properties (Full 12” Prestige Series): .......................................................................... 47
Table 5.4 - Allowable reactions at supports (Full 12” Prestige Series): ..................................................... 47
Table 5.5 - Positive (inward) uniform load design values (Full 12” reveal Prestige Series): .................... 48
Table 5.6 - Clip/fastener attachment schedule (20-22ga Prestige Series with 0” or 1” reveal, DIRECT
FASTENED): .............................................................................................................................................. 49
Table 5.7 - Clip/fastener attachment schedule (24ga Prestige Series with 0” or 1” reveal, DIRECT
FASTENED): .............................................................................................................................................. 50
Table 5.8 - Clip/fastener attachment schedule (20-22ga Prestige Series with 0” or 1” reveal – CLIP
ATTACHED): .............................................................................................................................................. 51
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 6 of 68
Table 5.9 - Clip/fastener attachment schedule (24ga Prestige Series with 0” or 1” reveal – CLIP ATTACHED):
.................................................................................................................................................................... 52
Table 5.10 - Section properties (1” reveal Prestige Series): ..................................................................... 53
Table 5.11 - Allowable reactions at supports (1” reveal Prestige Series): ................................................. 53
Table 5.12 - Positive (inward) uniform load design values (1” reveal Prestige Series): ........................... 54
Clip/fastener attachment schedules (1” reveal Prestige Series): ............................................................... 55
Table 5.13 - Section properties (2” reveal Prestige Series): ...................................................................... 55
Table 5.14 - Allowable reactions at supports (2” reveal Prestige Series): ................................................. 55
Table 5.15 - Positive (inward) uniform load design values (2” reveal Prestige Series): ........................... 56
Table 5.16 - Clip/fastener attachment schedule (20-22ga Prestige Series with 2” reveal, DIRECT
FASTENED): .............................................................................................................................................. 57
Table 5.17 - Clip/fastener attachment schedule (24ga Prestige Series with 2” reveal, DIRECT FASTENED):
.................................................................................................................................................................... 58
Table 5.18 - Clip/fastener attachment schedule (20-22ga Prestige Series with 2” reveal, CLIP ATTACHED ):
.................................................................................................................................................................... 59
Table 5.19 - Clip/fastener attachment schedule (24ga Prestige Series with 2” reveal, CLIP ATTACHED):60
Table 5.20 - Section properties (6” reveal Prestige Series): ...................................................................... 61
Table 5.21 - Allowable reactions at supports (6” reveal Prestige Series): ................................................. 61
Table 5.22 - Positive (inward) uniform load design values (6” reveal Prestige Series): ........................... 62
Table 5.23 - Clip/fastener attachment schedule (20-22ga Prestige Series with 6” reveal) ........................ 63
6- Skyline Roofing® & Skyline Roofing® hp ............................................................................................................... 64
Figure 6.1 - Profile: ..................................................................................................................................... 64
Table 6.1 – Profile: ..................................................................................................................................... 64
Table 6.2 - Attachment: .............................................................................................................................. 64
Table 6.3 - Section properties (12” Skyline Roofing®): ............................................................................... 65
Table 6.4 - Fastener attachment schedule (12”, 26ga Skyline Roofing®): ................................................. 65
Table 6.5 - Section properties (16” Skyline Roofing® & Skyline Roofing® hp): .......................................... 66
Table 6.6 - Fastener attachment schedule (16”, 24ga Skyline Roofing® hp): ............................................ 66
Table 6.7 - Fastener attachment schedule (16”, 26ga Skyline Roofing®): ................................................. 67
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 7 of 68
General Notes: The tables provided within this report will assist the user in determining which AEP Span or ASC Building Products’ single skin, steel roof or wall panel with concealed fastener attachment is appropriate for resisting the specified project loads. For additional information and assistance in using this information, the Concealed Fastener Steel Roof and Wall Panel Structural Design Guide is available via the AEP Span or ASC Building Products’ website, or the appropriate AEP Span or ASC Building Products’ representative may be contacted for assistance. The following information applies to all product tables within this report unless otherwise noted. For SI: 1 inch = 25.4 mm; 1 foot = 305 mm; 1 lbf = 4.448 N; 1 psi = 6.895 MPa 1. Panel and clip summary charts:
Product information is provided in these charts to assist the user in specifying the correct panel and attachment method. Bearing plates referenced in clip tables are for installing clips over rigid insulation, or similar, where a larger clip bearing
surface is required. Fastener load adjustment equations are provided to assist the user in understanding what adjustments need to be made
to the fastener loads due to the eccentricity of the fasteners relative to the panel seam (load path). 2. Panel section properties:
Panel section properties provided within this report have been calculated in accordance with AISI S100. 3. Inward (positive/ gravity) allowable loads:
For uniform loading conditions, the appropriate support spacing is identified by referring to the inward load tables included in this report. For conditions not defined by these tables, support spacing shall be derived from standard engineering mechanics set forth in AISI S100 using the panel’s section properties provided within this report. Information provided in these tables applies to uniform loads only. Table values denoted by ‘-‘ indicate that capacities are limited by panel strength, not deflection. The upper values, W /Ω (ASD) and φW (LRFD), are based on allowable panel strength and have been evaluated for
bending, shear, combined bending and shear, web crippling (reactions at supports), and combined bending and web crippling.
The L/60 and L/180 values are based on allowable service load deflections. Tables are not presented for Select Seam and Skyline Roofing as these products require installation over solid or closely
fitted deck where inward loads are limited by the capacity of the underlying substrate. 4. Reactions at supports:
Panel reactions at supports are governed by the capacity of the panel ribs on the supporting member. These capacities are based on web crippling testing in accordance with AISI S909. The end and interior reactions listed in the tables are for a uniformly distributed out-of-plane load applied to the panels. The capacities provided are for a 1.5 inch (38 mm) minimum support bearing width. Both ASD and LRFD capacities are listed.
5. Outward (negative/uplift) allowable loads:
Outward allowable panel/clip capacities were determined in accordance with IAPMO Uniform ES EC011 and the referenced AISI S100 and ASTM E1592 standards. These loads are based on a specific fastener and substrate combination. Project specific fastener-to-substrate capacities shall be evaluated by the structural design professional to determine if this report’s published allowable outward loads need to be reduced accordingly. Increase in fastener loading due to the eccentricity of the fasteners relative to the panel seam shall also be taken into account. Fastener load adjustments are provided within the clip summary charts to assist with those calculations.
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 8 of 68
6. Clip/fastener attachment schedules:
Common panel attachment combinations and associated allowable outward wind load capacities are provided within this report. Using the project’s defined wind loads, the appropriate Clip/Fastener Attachment Schedule shall be reviewed to determine the panel attachment that meets or exceeds these wind loads. Not all possible fastener and substrate combinations are listed within these attachment schedules. Alternative combinations are acceptable (i.e. attaching a panel assembly with fasteners into a concrete substrate). The structural design professional may rationally design other fastener and substrate combinations based on engineering mechanics and the maximum allowable panel/clip capacities stated within this report. • Although nominal fastener sizes are provided in the tables, the appropriate fastener thread and point type shall still be
properly specified for the selected substrate. • Allowable clip/support connection strengths shall be reduced due to eccentricity of the fasteners relative to the panel
seam using equations of mechanics. The panel clip summary charts provide the fastener load adjustment factors to be used.
• The following fastener pull out capacities were used in attachment schedules:
Fastener capacity table notes:
• Pa = ASD Capacities ( P/Ω ) Pf = LRFD Capacities ( φP ) • Capacities in cold formed steel based on requirements in AISI S100. • Capacities in wood products based on NDS using a combined adjustment factor of 1.6 (CD x CM x Ct x Ceg x Ctn) • The 1 inch (25.4 mm) minimum fastener penetration specified for the Douglas Fir-Larch values applies to the usable
thread length and this minimum depth does not include the tapered portion of the fastener. For fastener penetrations above 1 inch (25.4 mm) the pullout values may be proportionally adjusted in accordance with the NDS.
For additional information and guidance regarding use of the data contained within this report, the ASC Profile’s Concealed Fastener Steel Roof and Wall Panel Structural Design Guide is available.
#10 #12 1/4"
(0.190") (0.216") (0.250")
Ga (nom.) BMT
12 0.1050" P a 396 450 521
P f 594 675 781
14 0.0700" P a 264 300 347
P f 396 450 521
16 0.0590" P a 222 253 293
P f 333 379 439
18 0.0470" P a 177 201 233
P f 266 302 350
Cold Formed Steel, 55 ksi min.
Screw /
Diameter D (in)
Pull Out Capacities (lbs)
#10 #12 1/4"
(0.190") (0.216") (0.250")
Ga (nom.) BMT
16 0.0598" P a 145 165 191
P f 217 247 286
18 0.0478" P a 116 132 152
P f 174 197 229
20 0.0359" P a 87 99 114
P f 130 148 172
22 0.0299" P a 72 82 95
P f 109 124 143
Cold Formed Steel, 33 ksi min.
Screw /
Diameter D (in)
Pull Out Capacities (lbs)
#8 #10 #12 #14
(0.164") (0.190") (0.216") (0.238")
P a 71 82 93 103
P f 96 111 126 139
P a 90 104 118 130
P f 121 141 160 176
P a 109 126 143 158
P f 147 170 194 21323/32"
19/32"
15/32"
Plywood & OSB
Screw /
Diameter D (in)
Thickness Pull Out Capacities (lb)
#8 #10 #12 #14
(0.164") (0.190") (0.216") (0.238")
P a 180 208 236 261
P f 242 281 319 352(usable thread length)
Fastener Penetration Pull Out Capacities (lb)
1" Min.
Douglas Fir-Larch (DFL)
Screw /
Diameter D (in)
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 9 of 68
1.0 Span-lok hp & SpanSeam
Figure 1.1 - Span-lok hp Profile:
As-installed (mechanically seamed) view shown.
Figure 1.2 - SpanSeam Profile:
As-installed (mechanically seamed) view shown.
Table 1.1 - Span-lok hp & SpanSeam Profiles:
Panel Use: Roof (primary use), wall, fascia
Substrates: Over spaced supports or solid substrate
Available Gages: No. 22, 24
Minimum Slope: 1/4:12 (2.083 percent)
Load Combination Reduction Available (Ref. Section 5.6)
Yes
Mechanical Seaming:
90° Seam (Span-lok hp) 180° Seam (SpanSeam). Hand seam crimpers and powered seamers shall be from ASC Profiles,
Developmental Industries Inc. www.diseamers.com, or Quality Roof Seamers www.qualityroofseamers.com
Uninstalled Panel View (Span-lok hp):
Uninstalled Panel View (SpanSeam):
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 10 of 68
Table 1.2 – Attachment
Clip Name: Standard (Purlin) Clip Low Profile Clip
Clip View:
Clip Usage:
Over spaced framing or solid substrates Over solid substrates
Part #:
#SLCLP2.5 or #SLCLP3 #SLCLP2LOW
Panel/ Substrate Gap:
½ inch or 1 inch 3/16 inch
Thermal Movement:
1 inch each direction 1 inch each direction
Fastener Limitations:
Nom. size: ¼ inch max. Head height: 3/8 inch max.
Head dia.: ½ inch max.
Nom. size: ¼ inch max. Head height: 0.130 inch max.
Head dia.: 5/8 inch max.
Recommended Fastener(s):
#12 or ¼ inch dia. hex washer head #10 or #12 pancake head
Fastener Load Adjustments (due to eccentricity of fasteners relative to panel seam):
2 fasteners: 2.00 ΣM = 0
1.56P = .94R1 + .44R2 1 fastener: 1.66*
(* - use mtg. hole closest to panel seam) ΣM = 0
1.56P = .94R1
Per fastener: 1.625 ΣM = 0
1.56P = .96R
Associated Bearing Plate:
#SLBP #BP3HOLE
.44”
.50” .62”
.96”
.60”
1.12”
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 11 of 68
Table 1.3 - Section properties (12” Span-lok hp / SpanSeam panel):
Table 1.4 - Allowable reactions at supports (12” Span-lok hp / SpanSeam panel):
Gauge Condition
End
Interior
End
Interior
Reaction capacities based on a minimum 1.5" support bearing width.
22534 855
645 1031
Allowable (lbs/ft-width) Factored (lbs/ft-width)
24354 567
530 848
AreaMoment of
Inertia
Distance to
N.A. from
Bottom
Positive
Section
Modulus
Negative
Section
Modulus
w t Fy Fu Ag Ig yb Sg+ Sg-
psf in ksi ksi in2/ft in
4/ft in in
3/ft in
3/ft
24 1.49 0.0232 50 65 0.4373 0.2430 0.51 0.1636 0.4746
22 1.86 0.0294 50 65 0.5519 0.3040 0.51 0.2044 0.5953
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Ae/ft Ie+ yb Se+ Ie- yb Se- I+ I-
in2
in4/ft in in
3/ft in
4/ft in in
3/ft in
4/ft in
4/ft
24 0.1460 0.2220 0.47 0.1449 0.1022 1.16 0.0884 0.2290 0.1491
22 0.2078 0.2918 0.49 0.1937 0.1386 1.12 0.1242 0.2959 0.1937
Gauge
Effective Section PropertiesUniform Load Only
Area
Positive Negative
Id = (2Ie+Ig)/3
Gauge WeightBase Metal
Thickness
Yield
Strength
Tensile
Strength
Gross Section Properties
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 12 of 68
Table 1.5 - Positive (inward) uniform load design values (12” Span-lok hp / SpanSeam panel):
2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6" 5' - 0"
ASD, W/Ω 354 283 236 202 177 143 116
LRFD, φW 567 454 378 324 283 227 184
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 212 169 141 121 106 85 70
LRFD, φW 339 271 226 194 161 128 105
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 241 193 160 138 120 106 86
LRFD, φW 385 308 257 220 193 159 130
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 534 427 356 305 242 191 155
LRFD, φW 855 684 570 489 383 303 245
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 258 206 172 147 129 115 97
LRFD, φW 412 330 275 236 206 181 146
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 293 234 195 167 147 130 117
LRFD, φW 469 375 312 268 234 208 183
L/180 - - - - - - -
L/60 - - - - - - -
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.
Condition
22
Single
Span
Double
Span
Triple
Span
Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)
24
Single
Span
Double
Span
Triple
Span
Gauge Span
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 13 of 68
Table 1.6 - Clip/fastener attachment schedule
(12”, No. 22 and 24 gage Span-lok hp / SpanSeam with Standard Clip)
217 200 183 166 149 132 115 98 81
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
2 #10 217 200 183 158 132 113 99 88 79
2 #12 217 200 183 166 149 129 112 98 81
2 1/4" 217 200 183 166 149 132 115 98 81
2 #10 217 176 132 106 88 75 66 59 53
2 #12 217 200 150 120 100 86 75 67 60
2 1/4" 217 200 174 139 116 99 87 77 69
2 #10 217 148 111 89 74 64 56 49 44
2 #12 217 169 126 101 84 72 63 56 51
2 1/4" 217 195 146 117 98 84 73 65 59
2 #10 177 118 89 71 59 51 44 39 35
2 #12 201 134 101 81 67 58 50 45 40
2 1/4" 217 155 117 93 78 67 58 52 47
2 #10 145 97 72 58 48 41 36 32 29
2 #12 165 110 82 66 55 47 41 37 33
2 1/4" 191 127 95 76 64 54 48 42 38
2 #10 116 77 58 46 39 33 29 26 23
2 #12 132 88 66 53 44 38 33 29 26
2 1/4" 152 102 76 61 51 44 38 34 30
2 #10 87 58 43 35 29 25 22 19 17
2 #12 99 66 49 40 33 28 25 22 20
2 1/4" 114 76 57 46 38 33 29 25 23
2 #10 72 48 36 29 24 21 18 16 14
2 #12 82 55 41 33 27 24 21 18 16
2 1/4" 95 64 48 38 32 27 24 21 19
2 #10 82 55 41 33 27 23 21 18 16
2 #12 93 62 47 37 31 27 23 21 19
2 #14 103 69 52 41 34 29 26 23 21
2 #10 104 69 52 42 35 30 26 23 21
2 #12 118 79 59 47 39 34 30 26 24
2 #14 130 87 65 52 43 37 33 29 26
2 #10 126 84 63 50 42 36 32 28 25
2 #12 143 96 72 57 48 41 36 32 29
2 #14 158 105 79 63 53 45 39 35 32
2 #10 208 139 104 83 69 59 52 46 42
2 #12 217 158 118 95 79 68 59 53 47
2 #14 217 174 130 104 87 74 65 58 52 70
319 160
345 176 141 101 88 78
91 80 71
43
Lumber
(DFL)
1" min 281 141 112
64
80 70 62 56
213 107 85 61 53 47
34
194 97 78 55 49 43 39
44 39 35
23/32" 170 85 68 49 43 38
50
31 28
160 80 64 46 40 36 32
28
126 63
19/32" 141 71 56 40 35
176
139 70 56 40 35 31
36 32 28
29
Plywood
& OSB
15/32" 111 56 44
25
32 28 25 22
143 72 57 41 36 32
62 50 35 31 28 25
34
22ga
(.0299")
109 55 44 31 27 24 22
124
172 86 69 49 43 38115 57
26
148 74 59 42 37 33 3099 49
57 51 46
20ga
(.0359")
130 65 52 37 33 29
65
39 35
197 99 79 56 49 44 39
57
247 124
18ga
(.0478")
174 87 70 50 44
229
286 143 114 82 72 64
71 62 55
70
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
217 109 87
49
62 54 48 43
86 76 67 60
345 175 140 100 88 78233 117
88
18ga
(.0470")
266 133 106 76 67 59 53
302
108 95 84 76
345 220 176 125 110 98
104
16ga
(.0590")
333 167 133 95 83 74 67
345
345 261 208 149 130 116
88 79
345 225 180 129 113 100 90
264
209 182 155 128
14ga
(.0700")
345 198 158 113 99
291 263 193 169 150 128
LRFD
φW
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
345 291 238 170 149 132 119
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
4' - 0" 4' - 6" 5' - 0"
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
209 182 155 128
Fastener Attachment Spacing, (ft-in)
Size
1' - 0" 1' - 6" 2' - 0" 2' - 6"
Substrate#
per
clip318 236345 291 263
3' - 0"
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
3' - 6"
318 198
318 225
318345 291 263 236
345
132
150
318 174
222 111
253 126
300
190 152
177 89
293 146
201 151 121 101
145 72
165 82
191 95
99
58116
131 66
153 76
87 43
115 92
73 36
83 41
95
107
48
74 37
84 42
93 46
94 47
53
50
117 59
113 57
129 65
88 70
235 117
142 71
187 94
213 106128
Specific Notes (Refer to the General Notes section for other applicable notes):1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Span-lok hp & SpanSeam panel summary chart at the front of this section provides for development of these fastener load adjustments.
2. Number of clip fasteners can be reduced to (1) if project load requirements can still be met. The tabulated panel system capacities shall be reduced by 40% (fastener capacity x Qty=1 1.66 is 40% of fastener capacity x Qty=2 2.0). The fastener hole closest to the panel seam must be used. The Span-lok hp & SpanSeam panel summary chart at the front of this section provides for developmentof these fastener load adjustments.
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 14 of 68
Clip/fastener attachment schedule (12” Span-lok hp / SpanSeam w/low clip):
Table 1.12 applies
Table 1.7 - Section properties (16” Span-lok hp / SpanSeam):
Table 1.8 - Allowable reactions at supports (16” Span-lok hp / SpanSeam):
AreaMoment
of Inertia
Distance
to N.A.
from
Bottom
Positive
Section
Modulus
Negative
Section
Modulus
w t Fy Fu Ag Ig yb Sg+ Sg-
psf in ksi ksi in2/ft in
4/ft in in
3/ft in
3/ft
24 1.36 0.0232 50 65 0.3976 0.1965 0.43 0.1250 0.4634
22 1.71 0.0294 50 65 0.5021 0.2460 0.42 0.1562 0.5806
Moment of
Inertia
Distance
to N.A.
from
Bottom
Section
Modulus
Moment
of Inertia
Distance
to N.A.
from
Bottom
Section
Modulus
Ae/ft Ie+ yb Se+ Ie- yb Se- I+ I-
in2
in4/ft in in
3/ft in
4/ft in in
3/ft in
4/ft in
4/ft
24 0.1096 0.1815 0.39 0.1132 0.0765 1.15 0.0665 0.1865 0.1165
22 0.1560 0.2363 0.41 0.1485 0.1043 1.12 0.0935 0.2395 0.1515
Gauge WeightBase Metal
Thickness
Yield
Strength
Tensile
Strength
Gross Section Properties
Gauge
Effective Section PropertiesUniform Load Only
Area
Positive Negative
Id = (2Ie+Ig)/3
Gauge Condition
1- End
2- Interior
1- End
2- Interior
Reaction capacities based on a minimum 1.5" web bearing length
773
24
22
Allowable (lbs/ft width) Factored (lbs/ft width)
266
397
425
636
401
483
642
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 15 of 68
Table 1.9 - Positive (inward) uniform load design values (16” Span-lok hp / SpanSeam panel):
2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6" 5' - 0"
ASD, W/Ω 266 212 177 152 133 112 90
LRFD, φW 425 340 283 243 213 177 143
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 159 127 106 91 79 63 52
LRFD, φW 254 203 170 145 121 96 79
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 181 144 120 103 90 79 65
LRFD, φW 289 231 193 165 145 119 97
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 401 321 267 229 185 146 119
LRFD, φW 642 513 428 367 294 232 188
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 193 155 129 111 97 86 74
LRFD, φW 309 247 206 177 155 136 111
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 220 176 147 126 110 98 88
LRFD, φW 351 281 234 201 176 156 137
L/180 - - - - - - -
L/60 - - - - - - -
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.
Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)
22
Single
Span
Double
Span
Triple
Span
Gauge Span Condition
24
Single
Span
Double
Span
Triple
Span
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 16 of 68
Table 1.10 - Clip/fastener attachment schedule (16”, No. 22 gage Span-lok hp / SpanSeam with Standard Clip)
241 220 199 178 158 137 116 95 74
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
2 #10 241 198 148 119 99 85 74 66 59
2 #12 241 220 169 135 112 96 84 75 67
2 1/4" 241 220 195 156 130 112 98 87 74
2 #10 198 132 99 79 66 57 49 44 40
2 #12 225 150 112 90 75 64 56 50 45
2 1/4" 241 174 130 104 87 74 65 58 52
2 #10 167 111 83 67 56 48 42 37 33
2 #12 190 126 95 76 63 54 47 42 38
2 1/4" 219 146 110 88 73 63 55 49 44
2 #10 133 89 66 53 44 38 33 30 27
2 #12 151 101 76 60 50 43 38 34 30
2 1/4" 175 117 87 70 58 50 44 39 35
2 #10 109 72 54 43 36 31 27 24 22
2 #12 124 82 62 49 41 35 31 27 25
2 1/4" 143 95 71 57 48 41 36 32 29
2 #10 87 58 43 35 29 25 22 19 17
2 #12 99 66 49 39 33 28 25 22 20
2 1/4" 114 76 57 46 38 33 29 25 23
2 #10 65 43 33 26 22 19 16 14 13
2 #12 74 49 37 30 25 21 19 16 15
2 1/4" 86 57 43 34 29 25 21 19 17
2 #10 54 36 27 22 18 16 14 12 11
2 #12 62 41 31 25 21 18 15 14 12
2 1/4" 71 48 36 29 24 20 18 16 14
2 #10 62 41 31 25 21 18 15 14 12
2 #12 70 47 35 28 23 20 18 16 14
2 #14 77 52 39 31 26 22 19 17 15
2 #10 78 52 39 31 26 22 20 17 16
2 #12 89 59 44 36 30 25 22 20 18
2 #14 98 65 49 39 33 28 24 22 20
2 #10 95 63 47 38 32 27 24 21 19
2 #12 108 72 54 43 36 31 27 24 22
2 #14 118 79 59 47 39 34 30 26 24
2 #10 156 104 78 62 52 45 39 35 31
2 #12 177 118 89 71 59 51 44 39 35
2 #14 195 130 98 78 65 56 49 43 39 53
239 120
264 132 106 75 66 59
68 60 53
32
Lumber
(DFL)
1" min 211 105 84
48
60 53 47 42
160 80 64 46 40 36
26
146 73 58 42 36 32 29
33 29 26
23/32" 128 64 51 36 32 28
38
24 21
120 60 48 34 30 27 24
21
95 47
19/32" 106 53 42 30 26
132
104 52 42 30 26 23
27 24 21
21
Plywood
& OSB
15/32" 83 42 33
19
24 21 19 17
107 54 43 31 27 24
47 37 27 23 21 19
26
22ga
(.0299")
82 41 33 23 20 18 16
93
129 65 52 37 32 2986 43
20
111 56 44 32 28 25 2274 37
43 38 34
20ga
(.0359")
98 49 39 28 24 22
49
29 26
148 74 59 42 37 33 30
43
185 93
18ga
(.0478")
131 65 52 37 33
172
215 107 86 61 54 48
53 46 41
53
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
163 81 65
37
47 41 36 33
65 57 50 45
263 131 105 75 66 58175 88
66
18ga
(.0470")
200 100 80 57 50 44 40
227
81 71 63 57
329 165 132 94 82 73
78
16ga
(.0590")
250 125 100 71 62 56 50
284
381 195 156 112 98 87
66 59
338 169 135 96 84 75 68
198
167 146 130 116
14ga
(.0700")
297 149 119 85 74
253 203 145 127 113 101
LRFD
φW
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
381 223 178 127 111 99 89
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
4' - 0" 4' - 6" 5' - 0"
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
216 183 150 116
Fastener Attachment Spacing, (ft-in)
Size
1' - 0" 1' - 6" 2' - 0" 2' - 6"
Substrate#
per
clip348 249381 315 282
3' - 0"
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
3' - 6"
297 149
338 169
348381 293 234 195
381
99
113
261 130
167 83
190 95
225
142 114
133 67
220 110
151 113 91 76
109 54
124 62
143 72
74
4487
99 49
115 57
65 33
86 69
55 27
62 31
72
80
36
56 28
63 32
70 35
71 35
40
38
88 44
85 43
97 49
66 53
176 88
107 53
141 70
160 8096
Specific Notes (Refer to the General Notes section for other applicable notes):1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Span-lok hp & SpanSeam panel summary chart at the front of this section provides for development of these fastener load adjustments.
2. Number of clip fasteners can be reduced to (1) if project load requirements can still be met. The tabulated panel system capacities shall be reduced by 40% (fastener capacity x Qty=1 1.66 is 40% of fastener capacity x Qty=2 2.0). The fastener hole closest to the panel seam must be used. The Span-lok hp & SpanSeam panel summary chart at the front of this section provides for developmentof these fastener load adjustments.
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 17 of 68
Table 1.11 - Clip/fastener attachment schedules (16”, No. 24 gage Span-lok hp / SpanSeam with Standard Clip)
190 174 158 142 126 110 94 77 61
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
2 #10 190 174 148 119 99 85 74 66 59
2 #12 190 174 158 135 112 96 84 75 61
2 1/4" 190 174 158 142 126 110 94 77 61
2 #10 190 132 99 79 66 57 49 44 40
2 #12 190 150 112 90 75 64 56 50 45
2 1/4" 190 174 130 104 87 74 65 58 52
2 #10 167 111 83 67 56 48 42 37 33
2 #12 190 126 95 76 63 54 47 42 38
2 1/4" 190 146 110 88 73 63 55 49 44
2 #10 133 89 66 53 44 38 33 30 27
2 #12 151 101 76 60 50 43 38 34 30
2 1/4" 175 117 87 70 58 50 44 39 35
2 #10 109 72 54 43 36 31 27 24 22
2 #12 124 82 62 49 41 35 31 27 25
2 1/4" 143 95 71 57 48 41 36 32 29
2 #10 87 58 43 35 29 25 22 19 17
2 #12 99 66 49 39 33 28 25 22 20
2 1/4" 114 76 57 46 38 33 29 25 23
2 #10 65 43 33 26 22 19 16 14 13
2 #12 74 49 37 30 25 21 19 16 15
2 1/4" 86 57 43 34 29 25 21 19 17
2 #10 54 36 27 22 18 16 14 12 11
2 #12 62 41 31 25 21 18 15 14 12
2 1/4" 71 48 36 29 24 20 18 16 14
2 #10 62 41 31 25 21 18 15 14 12
2 #12 70 47 35 28 23 20 18 16 14
2 #14 77 52 39 31 26 22 19 17 15
2 #10 78 52 39 31 26 22 20 17 16
2 #12 89 59 44 36 30 25 22 20 18
2 #14 98 65 49 39 33 28 24 22 20
2 #10 95 63 47 38 32 27 24 21 19
2 #12 108 72 54 43 36 31 27 24 22
2 #14 118 79 59 47 39 34 30 26 24
2 #10 156 104 78 62 52 45 39 35 31
2 #12 177 118 89 71 59 51 44 39 35
2 #14 190 130 98 78 65 56 49 43 39
Lumber
(DFL)
1" min
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
18ga
(.0478")
20ga
(.0359")
22ga
(.0299")
Plywood
& OSB
15/32"
19/32"
23/32"
LRFD
φW
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
14ga
(.0700")
16ga
(.0590")
18ga
(.0470")
298 273 223
98
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
5' - 0"
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
298 273 248 223 198 173 148 123
2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6"
Substrate
Fastener Attachment Spacing, (ft-in)
#
per
clip
Size
1' - 0" 1' - 6"
178 149 127 111 99 89
149 119 99
298 273 248 203 169
248
59
223 195 167
127 113 98145
98146
87
85
123
74 66
298
130 112
297 198
71 5062 56
75
298 261 195 156 98
298
284 190 142
78
250 167 125 100 83
298 220 165 132 110 94
53
227
65 54
66
200 133 100 80 67
263 175 131 105 88 75
84
65
33
151 113 91 76
44 40
47
31 27
273
225 169
62
37
86
109 81163
68135 113 96
41 36
50 45
114 95 81 71
58
73
66
82
57
57 50
46
63 57
104 70 52 42
32 28
41
215 143 107 86
53185 124 93 74
98 65 49 39
37
131 87 65 52 44
48
33 29 26
172 115 86 69 57 43 38
25
34
33 28 24 22 20
22
65 52 43 37
49
32 29 26
82 55 41 33 27 16
129
18
21
19
42 33 28 24
54 43 36 31
2124
93 62
27 24107 72
47 37
107 80
56
35
71
128 85
120 80
53
24
19 1783
95 63 47
30
23 21
30
111 74 56 44
2142
21
30 26
160
36 32
27
53
24
64 51
40
43
148
64
70 60
99 74
106
60 48
46
211 141 105 84
88
49
132
146 97 73
53
32
4880
59 53
53
88
42
40
29 26
47 42
36
3236
33
2628
37
68 60
49 42
96
34
58
26
27
23
59
20
37
54
264 75 66
38
239
106
61 4372
33
29
30
35
53
23
160
176
120
132
21 19
66 44
38 32
Specific Notes (Refer to the General Notes section for other applicable notes):1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Span-lok hp & SpanSeam panel summary chart at the front of this section provides for development of these fastener load adjustments.
2. Number of clip fasteners can be reduced to (1) if project load requirements can still be met. The tabulated panel system capacities shall be reduced by 40% (fastener capacity x Qty=1 1.66 is 40% of fastener capacity x Qty=2 2.0). The fastener hole closest to the panel seam must be used. The Span-lok hp & SpanSeam panel summary chart at the front of this section provides for developmentof these fastener load adjustments.
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 18 of 68
Table 1.12 - Clip/fastener attachment schedule (Span-lok hp / SpanSeam with low Clip)
114 99 86 73 62 52 43 35 28
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
2 #10 114 99 86 73 62 52 43 35 28
2 #12 114 99 86 73 62 52 43 35 28
2 1/4" 114 99 86 73 62 52 43 35 28
2 #10 114 99 86 73 62 52 43 35 28
2 #12 114 99 86 73 62 52 43 35 28
2 1/4" 114 99 86 73 62 52 43 35 28
2 #10 114 99 86 73 62 52 43 35 28
2 #12 114 99 86 73 62 52 43 35 28
2 1/4" 114 99 86 73 62 52 43 35 28
2 #10 114 99 82 65 54 47 41 35 28
2 #12 114 99 86 73 62 52 43 35 28
2 1/4" 114 99 86 73 62 52 43 35 28
2 #10 114 89 67 53 45 38 33 30 27
2 #12 114 99 76 61 51 43 38 34 28
2 1/4" 114 99 86 70 59 50 43 35 28
2 #10 107 71 53 43 36 31 27 24 21
2 #12 114 81 61 49 41 35 30 27 24
2 1/4" 114 94 70 56 47 40 35 31 28
2 #10 80 54 40 32 27 23 20 18 16
2 #12 91 61 46 37 30 26 23 20 18
2 1/4" 106 70 53 42 35 30 26 23 21
2 #10 67 45 33 27 22 19 17 15 13
2 #12 76 51 38 30 25 22 19 17 15
2 1/4" 88 59 44 35 29 25 22 20 18
2 #10 76 51 38 30 25 22 19 17 15
2 #12 86 58 43 35 29 25 22 19 17
2 #14 95 63 48 38 32 27 24 21 19
2 #10 96 64 48 38 32 27 24 21 19
2 #12 109 73 55 44 36 31 27 24 22
2 #14 114 80 60 48 40 34 30 27 24
2 #10 114 78 58 47 39 33 29 26 23
2 #12 114 88 66 53 44 38 33 29 26
2 #14 114 97 73 58 49 42 36 32 28
2 #10 114 99 86 73 62 52 43 35 28
2 #12 114 99 86 73 62 52 43 35 28
2 #14 114 99 86 73 62 52 43 35 28 45
182 137
182 137 117 83 68 56
83 68 56
39
Lumber
(DFL)
1" min 182 130 104
45
74 65 56 45
182 98 79 56 49 44
31
179 90 72 51 45 40 36
41 36 32
23/32" 157 78 63 45 39 35
46
29 26
148 74 59 42 37 33 30
26
116 58
19/32" 130 65 52 37 33
162
128 64 51 37 32 29
33 29 26
26
Plywood
& OSB
15/32" 102 51 41
23
29 26 23 20
132 66 53 38 33 29
57 46 33 29 25 23
32
22ga
(.0299")
101 50 40 29 25 22 20
114
159 79 64 45 40 35106 53
24
137 68 55 39 34 30 2791 46
53 47 42
20ga
(.0359")
120 60 48 34 30 27
60
36 32
182 91 73 52 45 40 36
45
182 114
18ga
(.0478")
161 80 64 46 40
182
182 132 106 75 66 56
65 57 51
45
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
182 100 80
45
57 50 45 40
80 68 56 45
182 137 117 83 68 56158 99
45
18ga
(.0470")
182 123 98 70 61 55 45
182
83 68 56 45
182 137 117 83 68 56
45
16ga
(.0590")
182 137 117 83 68 56 45
182
182 137 117 83 68 56
56 45
182 137 117 83 68 56 45
158
83 68 56 45
14ga
(.0700")
182 137 117 83 68
137 117 83 68 56 45
LRFD
φW
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
182 137 117 83 68 56 45
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
4' - 0" 4' - 6" 5' - 0"
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
83 68 56 45
Fastener Attachment Spacing, (ft-in)
Size
1' - 0" 1' - 6" 2' - 0" 2' - 6"
Substrate#
per
clip158 99182 137 117
3' - 0"
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
3' - 6"
158 99
158 99
158182 137 117 99
182
99
99
158 99
158 99
158 99
158
137 117
158 82
158 99
158 137 112 93
134 67
152 76
158 88
91
54107
121 61
141 70
80 40
106 85
67 34
76 38
88
98
44
68 34
78 39
86 43
87 43
49
47
108 54
105 52
119 60
81 65
158 99
131 66
158 86
158 98117
Specific Notes (Refer to the General Notes section for other applicable notes):1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Span-lok hp & SpanSeam panel summary chart at the front of this section provides for development of these fastener load adjustments.
2. Number of clip fasteners can be reduced to (1) if project load requirements can still be met. The tabulated panel system capacities shall be reduced by 1/2.
3. Number of clip fasteners can be increased to (3), and stated capacity up to 50%, with the final capacity not to exceed max Panel/Clip Capacity stated at the top of the chart.
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 19 of 68
2.0 - Design Span hp Figure 2.1 - Profile: As installed view shown.
Table 2.1 – Profile
Panel Use: Roof (primary use), wall, fascia
Substrates: Over spaced supports or solid substrate
Available Gages: No. 22, 24
Minimum Slope: 3:12 (25 percent)
Load Combination Reduction Available (Ref. Section 5.6)
No
Uninstalled Panel View
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 20 of 68
Table 2.2 - Attachment:
Clip Name: Design Span Clip
Clip View:
Clip Usage: Over spaced framing or solid substrates
Part #: #DSPCLP3.5
Panel/ Substrate Gap: 3/16 inch
Thermal Movement: Unlimited
Fastener Limitations: Nom. size: ¼ inch max.
Head height: 0.120 inch max. Head dia.: ½ inch max.
Recommended Fastener(s): #10 or #12 pancake head
Fastener Load Adjustments (due to eccentricity of fasteners relative to panel seam):
Per fastener: 2.07 ΣM = 0
1.39P = .67R
Associated Bearing Plate: #BP3HOLE
Table 2.3 - Section properties (12” Design Span hp panel)
AreaMoment of
Inertia
Distance to
N.A. from
Bottom
Positive
Section
Modulus
Negative
Section
Modulus
w t Fy Fu Ag Ig yb Sg+ Sg-
psf in ksi ksi in2/ft in
4/ft in in
3/ft in
3/ft
24 1.45 0.0232 50 65 0.4162 0.1226 0.35 0.0875 0.3518
22 1.83 0.0294 50 65 0.5249 0.1530 0.35 0.1090 0.4393
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Ae/ft Ie+ yb Se+ Ie- yb Se- I+ I-
in2
in4/ft in in
3/ft in
4/ft in in
3/ft in
4/ft in
4/ft
24 0.1350 0.1165 0.33 0.0820 0.0530 0.85 0.0586 0.1185 0.0762
22 0.1913 0.1518 0.35 0.1080 0.0730 0.80 0.0771 0.1522 0.0997
Gauge WeightBase Metal
Thickness
Yield
Strength
Tensile
Strength
Gross Section Properties
Gauge
Effective Section PropertiesUniform Load Only
Area
Positive Negative
Id = (2Ie+Ig)/3
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 21 of 68
Table 2.4 - Allowable reactions at supports (12” Design Span hp):
Table 2.5 - Positive (inward) uniform load design values (12” Design Span hp):
Gauge Condition
1- End
2- Interior
1- End
2- Interior
Reaction capacities based on a minimum 1.5" web bearing length
Allowable (lbs/ft width) Factored (lbs/ft width)
24412 660
1005 1610
22588 942
1416 2267
2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6" 5' - 0"
ASD, W/Ω 409 262 182 134 102 81 65
LRFD, φW 649 415 289 212 162 128 104
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 285 184 128 94 72 57 46
LRFD, φW 429 277 193 141 109 85 70
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 353 228 160 118 90 71 58
LRFD, φW 531 343 241 177 136 107 87
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 539 345 240 176 135 106 86
LRFD, φW 855 547 380 279 214 169 137
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 377 243 169 124 96 76 61
LRFD, φW 568 365 255 187 144 114 92
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 468 302 211 155 119 94 76
LRFD, φW 704 455 317 233 180 142 115
L/180 - - - - - - -
L/60 - - - - - - -
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.
22
Single
Span
Double
Span
Triple
Span
Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)
24
Single
Span
Double
Span
Triple
Span
Gauge Span Condition
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 22 of 68
Table 2.6 - Clip/fastener attachment schedules (12”, No. 22 & 24 gage Design Span hp):
82 76 71 67 63 59 56 52 48
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
2 #10 82 76 71 67 63 59 56 52 48
2 #12 82 76 71 67 63 59 56 52 48
2 #10 82 76 71 67 63 59 56 52 48
2 #12 82 76 71 67 63 59 56 52 48
2 #10 82 76 71 67 63 59 54 48 43
2 #12 82 76 71 67 63 59 56 52 48
2 #10 82 76 71 67 57 49 43 38 34
2 #12 82 76 71 67 63 56 49 43 39
2 #10 82 76 70 56 47 40 35 31 28
2 #12 82 76 71 64 53 45 40 35 32
2 #10 82 75 56 45 37 32 28 25 22
2 #12 82 76 64 51 42 36 32 28 25
2 #10 82 56 42 34 28 24 21 19 17
2 #12 82 64 48 38 32 27 24 21 19
2 #10 70 47 35 28 23 20 17 16 14
2 #12 80 53 40 32 27 23 20 18 16
2 #10 79 53 40 32 26 23 20 18 16
2 #12 82 60 45 36 30 26 23 20 18
2 #10 82 67 50 40 34 29 25 22 20
2 #12 82 76 57 46 38 33 29 25 23
2 #10 82 76 61 49 41 35 30 27 24
2 #12 82 76 69 55 46 40 35 31 28
2 #10 82 76 71 67 63 57 50 45 40
2 #12 82 76 71 67 63 59 56 51 4668 62
68 60 54
123 115 106 101 95 88 77
Lumber
(DFL)
1" min 123 115 106 101 90 78
62 54 47 42 37
47 41 37 3323/32" 123 110 82 66 55
123 115 94 75
31
30 27
123 103 77 62 52 44 39
36
34
19/32" 123 91 68 54 45 39 34
30 27 24
31 27 24 21
122 81 61 49 41 35
40 34 30 27
Plywood
& OSB
15/32" 107 71 54 43
22ga
(.0299")
105 70 53 42 35
120 80 60 48
123 95 71 57 48
24
30 26 23 21
36
32 29
31 28 25
42 38
41 36
20ga
(.0359")
123 84 63 50 42
115 95 76 63 54 48
42
60
18ga
(.0478")
123 112 84 67 56 34
123
68
48 42 37
53 48
84
123 115 106 95 80
58
73 64 57 51
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
123 115 105
95 83
70 60
73 65
52 47
18ga
(.0470")
123 115 106 101 86
123 115 106 101
72
71 64
123 115 106 101 95 89 83 78
16ga
(.0590")
123 115 106 101 95 89 80
95 89 83 78 72
89 83 78 7214ga
(.0700")
123 115 106 101 95
123 115 106 101
72
78 72
123 115 106 101 95 89 83 78
LRFD
φW
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
123 115 106 101 95 89 83
72
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
5' - 0"
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
123 115 106 101 95 89 83 78
2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6"
Substrate
Fastener Attachment Spacing, (ft-in)
#
per
clip
Size
1' - 0" 1' - 6"
Specific Notes (Refer to the General Notes section for other applicable notes):1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Design Span hp panel summary chart at the front of this section provides for development of these fastener load adjustments.
2. Number of clip fasteners can be reduced to (1) if project load requirements can still be met. The tabulated panel system capacities shall be reduced by 1/2.
3. Number of clip fasteners can be increased to (3), and stated capacity up to 50%, with the final capacity not to exceed max Panel/Clip Capacity stated at the top of the chart.
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 23 of 68
Table 2.7 - Section properties (16” Design Span hp):
Table 2.8 - Allowable reactions at supports (16” Design Span hp):
AreaMoment of
Inertia
Distance to
N.A. from
Bottom
Positive
Section
Modulus
Negative
Section
Modulus
w t Fy Fu Ag Ig yb Sg+ Sg-
psf in ksi ksi in2/ft in
4/ft in in
3/ft in
3/ft
24 1.34 0.0232 50 65 0.3817 0.0983 0.29 0.0673 0.3428
22 1.68 0.0294 50 65 0.4819 0.1223 0.29 0.0838 0.4274
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Ae/ft Ie+ yb Se+ Ie- yb Se- I+ I-
in2
in4/ft in in
3/ft in
4/ft in in
3/ft in
4/ft in
4/ft
24 0.1013 0.0923 0.27 0.0624 0.0398 0.84 0.0440 0.0943 0.0593
22 0.1437 0.1208 0.28 0.0825 0.0548 0.80 0.0580 0.1213 0.0773
Area
Positive
Id = (2Ie+Ig)/3
Gauge WeightBase Metal
Thickness
Yield
Strength
Gross Section Properties
Negative
Gauge
Effective Section PropertiesUniform Load Only
Tensile
Strength
Gauge Condition
1- End
2- Interior
1- End
2- Interior
Reaction capacities based on a minimum 1.5" web bearing length
Allowable (lbs/ft width) Factored (lbs/ft width)
24309 495
754 1207
22492 788
612 980
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 24 of 68
Table 2.9 - Positive (inward) uniform load design values (16” Design Span hp):
2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6" 5' - 0"
ASD, W/Ω 309 199 138 102 78 62 50
LRFD, φW 494 316 220 161 124 98 79
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 214 138 96 71 54 43 34
LRFD, φW 322 208 144 107 82 65 52
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 265 171 119 88 67 53 43
LRFD, φW 399 258 180 132 102 80 65
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 412 263 183 134 103 81 66
LRFD, φW 653 418 290 213 163 129 105
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 245 183 127 93 72 57 45
LRFD, φW 392 275 192 140 108 85 68
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 278 223 158 117 90 70 57
LRFD, φW 445 342 238 176 135 106 86
L/180 - - - - - - -
L/60 - - - - - - -
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.
Double
Span
Span Condition
22
Single
Span
Double
Span
Triple
Span
Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)
24
Single
Span
Triple
Span
Gauge
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 25 of 68
Table 2.10 - Clip/fastener attachment schedule (16”, No. 22 gage Design Span hp):
74 66 58 49 49 48 47 47 46
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
2 #10 74 66 58 49 49 48 47 47 46
2 #12 74 66 58 49 49 48 47 47 46
2 #10 74 66 58 49 49 48 47 42 38
2 #12 74 66 58 49 49 48 47 47 43
2 #10 74 66 58 49 49 46 40 36 32
2 #12 74 66 58 49 49 48 46 41 37
2 #10 74 66 58 49 43 37 32 29 26
2 #12 74 66 58 49 49 42 36 32 29
2 #10 74 66 52 42 35 30 26 23 21
2 #12 74 66 58 48 40 34 30 27 24
2 #10 74 56 42 34 28 24 21 19 17
2 #12 74 64 48 38 32 27 24 21 19
2 #10 63 42 32 25 21 18 16 14 13
2 #12 72 48 36 29 24 20 18 16 14
2 #10 52 35 26 21 17 15 13 12 10
2 #12 60 40 30 24 20 17 15 13 12
2 #10 60 40 30 24 20 17 15 13 12
2 #12 68 45 34 27 23 19 17 15 14
2 #10 74 50 38 30 25 22 19 17 15
2 #12 74 57 43 34 29 25 21 19 17
2 #10 74 61 46 37 30 26 23 20 18
2 #12 74 66 52 42 35 30 26 23 21
2 #10 74 66 58 49 49 43 38 33 30
2 #12 74 66 58 49 49 48 43 38 34
22ga
(.0299")
Plywood
& OSB
15/32"
19/32"
23/32"
Lumber
(DFL)
1" min
66
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
14ga
(.0700")
16ga
(.0590")
18ga
(.0470")
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
18ga
(.0478")
20ga
(.0359")
45 41
58 51 46112 99 87 74 73
35 31 28
112 99 87 74 68 58 51
112 94 70 56 47 40
23
112 82 62 49 41 35 31 27 25
23 20
112 77 58 46 39 33 29 26
20 18
102 68 51 41 34 29
91
26
61 46 37 30 26
18
20 18 16
23
20
80 54 40 32 27 23
20 18 16
90 60 45 36 30 26 22
79 53 39 32 26 23
19
107 71 54 43 36 31 27 24 21
32 29
94 63 47 38 31 27 24 21
32 28 25
112 95 71 57 48 41 36
51 45 40 36
112 84 63 50 42 36
112 99 87 72 60
44
112 99 79 63 52 45 39 35 31
43 39
55 49112 99 87 74 73 63
61 55
112 99 87 74 64 55 48
60 54 48
112 99 87 74 73 72 69
72 71 70 65
112 99 87 74 73 69
112 99 87 74 73
69
112 99 87 74 73 72 71 64 57
70 69
71 70112 99 87 74 73 72
LRFD
φW
112 99 87 74 73 72 71
69
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
5' - 0"
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
112 99 87 74 73 72 71 70
2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6"
Substrate
Fastener Attachment Spacing, (ft-in)
#
per
clip
Size
1' - 0" 1' - 6"
Specific Notes (Refer to the General Notes section for other applicable notes):1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Design Span hp panel summary chart at the front of this section provides for development of these fastener load adjustments.
2. Number of clip fasteners can be reduced to (1) if project load requirements can still be met. The tabulated panel system capacities shall be reduced by 1/2.
3. Number of clip fasteners can be increased to (3), and stated capacity up to 50%, with the final capacity not to exceed max Panel/Clip Capacity stated at the top of the chart.
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 26 of 68
Table 2.11 - Clip/fastener attachment schedule (16”, No. 24 gage Design Span hp):
49 42 36 30 29 29 29 28 28
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
2 #10 49 42 36 30 29 29 29 28 28
2 #12 49 42 36 30 29 29 29 28 28
2 #10 49 42 36 30 29 29 29 28 28
2 #12 49 42 36 30 29 29 29 28 28
2 #10 49 42 36 30 29 29 29 28 28
2 #12 49 42 36 30 29 29 29 28 28
2 #10 49 42 36 30 29 29 29 28 26
2 #12 49 42 36 30 29 29 29 28 28
2 #10 49 42 36 30 29 29 26 23 21
2 #12 49 42 36 30 29 29 29 27 24
2 #10 49 42 36 30 28 24 21 19 17
2 #12 49 42 36 30 29 27 24 21 19
2 #10 49 42 32 25 21 18 16 14 13
2 #12 49 42 36 29 24 20 18 16 14
2 #10 49 35 26 21 17 15 13 12 10
2 #12 49 40 30 24 20 17 15 13 12
2 #10 49 40 30 24 20 17 15 13 12
2 #12 49 42 34 27 23 19 17 15 14
2 #10 49 42 36 30 25 22 19 17 15
2 #12 49 42 36 30 29 25 21 19 17
2 #10 49 42 36 30 29 26 23 20 18
2 #12 49 42 36 30 29 29 26 23 21
2 #10 49 42 36 30 29 29 29 28 28
2 #12 49 42 36 30 29 29 29 28 28
22ga
(.0299")
Plywood
& OSB
15/32"
19/32"
23/32"
Lumber
(DFL)
1" min
44
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
14ga
(.0700")
16ga
(.0590")
18ga
(.0470")
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
18ga
(.0478")
20ga
(.0359")
43 41
43 43 4273 64 54 44 44
35 31 28
73 64 54 44 44 44 43
73 64 54 44 44 40
23
73 64 54 44 41 35 31 27 25
23 20
73 64 54 44 39 33 29 26
20 18
73 64 51 41 34 29
73
26
61 46 37 30 26
18
20 18 16
23
20
73 54 40 32 27 23
20 18 16
73 60 45 36 30 26 22
73 53 39 32 26 23
19
73 64 54 43 36 31 27 24 21
32 29
73 63 47 38 31 27 24 21
32 28 25
73 64 54 44 44 41 36
44 43 40 36
73 64 54 44 42 36
73 64 54 44 44
42
73 64 54 44 44 44 39 35 31
43 39
43 4373 64 54 44 44 44
43 42
73 64 54 44 44 44 43
43 43 42
73 64 54 44 44 44 43
44 43 43 42
73 64 54 44 44 44
73 64 54 44 44
42
73 64 54 44 44 44 43 43 42
43 42
43 4373 64 54 44 44 44
LRFD
φW
73 64 54 44 44 44 43
42
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
5' - 0"
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
73 64 54 44 44 44 43 43
2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6"
Substrate
Fastener Attachment Spacing, (ft-in)
#
per
clip
Size
1' - 0" 1' - 6"
Specific Notes (Refer to the General Notes section for other applicable notes):1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Design Span hp panel summary chart at the front of this section provides for development of these fastener load adjustments.
2. Number of clip fasteners can be reduced to (1) if project load requirements can still be met. The tabulated panel system capacities shall be reduced by 1/2.
3. Number of clip fasteners can be increased to (3), and stated capacity up to 50%, with the final capacity not to exceed max Panel/Clip Capacity stated at the top of the chart.
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 27 of 68
Table 2.12 - Section properties (17” Design Span hp):
Table 2.13 - Allowable reactions at supports (17” Design Span hp):
AreaMoment of
Inertia
Distance to
N.A. from
Bottom
Positive
Section
Modulus
Negative
Section
Modulus
w t Fy Fu Ag Ig yb Sg+ Sg-
psf in ksi ksi in2/ft in
4/ft in in
3/ft in
3/ft
24 1.31 0.0232 50 65 0.3756 0.0939 0.28 0.0636 0.3411
22 1.65 0.0294 50 65 0.4743 0.1172 0.28 0.0792 0.4250
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Ae/ft Ie+ yb Se+ Ie- yb Se- I+ I-
in2
in4/ft in in
3/ft in
4/ft in in
3/ft in
4/ft in
4/ft
24 0.0954 0.0882 0.26 0.0589 0.0374 0.84 0.0414 0.0901 0.0562
22 0.1352 0.1151 0.27 0.0779 0.0515 0.80 0.0546 0.1158 0.0734
Gauge WeightBase Metal
Thickness
Yield
Strength
Tensile
Strength
Gross Section Properties
Gauge
Effective Section PropertiesUniform Load Only
Area
Positive Negative
Id = (2Ie+Ig)/3
Gauge Condition
1- End
2- Interior
1- End
2- Interior
Reaction capacities based on a minimum 1.5" web bearing length
Allowable (lbs/ft width) Factored (lbs/ft width)
24291 466
710 1136
22463 742
576 922
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 28 of 68
Table 2.14 - Positive (inward) uniform load design values (17” Design Span hp):
2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6" 5' - 0"
ASD, W/Ω 291 188 131 96 73 58 47
LRFD, φW 466 298 207 152 117 92 75
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 201 129 90 66 51 40 32
LRFD, φW 303 195 136 100 76 60 49
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 249 162 113 83 64 50 41
LRFD, φW 375 243 170 124 96 75 62
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 389 249 173 127 97 77 62
LRFD, φW 616 394 274 201 154 122 99
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 230 171 119 88 67 53 43
LRFD, φW 369 258 180 132 101 80 64
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 262 209 149 110 84 66 54
LRFD, φW 419 322 225 165 126 100 81
L/180 - - - - - - -
L/60 - - - - - - -
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.
Condition
22
Single
Span
Double
Span
Triple
Span
Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)
24
Single
Span
Double
Span
Triple
Span
Gauge Span
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 29 of 68
Table 2.15 - Clip/fastener attachment schedules (17” & 18”, No. 22 gage Design Span hp):
67 59 51 43 43 42 42 41 41
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
2 #10 67 59 51 43 43 42 42 41 41
2 #12 67 59 51 43 43 42 42 41 41
2 #10 67 59 51 43 43 42 42 38 34
2 #12 67 59 51 43 43 42 42 41 39
2 #10 67 59 51 43 43 41 36 32 29
2 #12 67 59 51 43 43 42 41 36 33
2 #10 67 59 51 43 38 33 29 25 23
2 #12 67 59 51 43 43 37 32 29 26
2 #10 67 59 47 37 31 27 23 21 19
2 #12 67 59 51 42 35 30 27 24 21
2 #10 67 50 37 30 25 21 19 17 15
2 #12 67 57 42 34 28 24 21 19 17
2 #10 56 37 28 22 19 16 14 12 11
2 #12 64 42 32 25 21 18 16 14 13
2 #10 47 31 23 19 16 13 12 10 9
2 #12 53 35 27 21 18 15 13 12 11
2 #10 53 35 26 21 18 15 13 12 11
2 #12 60 40 30 24 20 17 15 13 12
2 #10 67 45 34 27 22 19 17 15 13
2 #12 67 51 38 31 25 22 19 17 15
2 #10 67 54 41 32 27 23 20 18 16
2 #12 67 59 46 37 31 26 23 21 18
2 #10 67 59 51 43 43 38 33 30 27
2 #12 67 59 51 43 43 42 38 34 30
22ga
(.0299")
Plywood
& OSB
15/32"
19/32"
23/32"
Lumber
(DFL)
1" min
59
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
14ga
(.0700")
16ga
(.0590")
18ga
(.0470")
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
18ga
(.0478")
20ga
(.0359")
40 36
51 46 41100 88 77 65 64
31 28 25
100 88 77 65 60 52 45
100 83 62 50 42 36
21
100 73 55 44 37 31 27 24 22
20 18
100 69 52 41 34 29 26 23
18 16
91 61 45 36 30 26
81
23
54 41 32 27 23
16
18 16 14
20
18
71 48 36 29 24 20
18 16 14
80 53 40 32 27 23 20
70 47 35 28 23 20
17
95 64 48 38 32 27 24 21 19
28 25
84 56 42 33 28 24 21 19
28 25 22
100 85 63 51 42 36 32
45 40 35 32
100 75 56 45 37 32
100 88 77 64 53
39
100 88 70 56 47 40 35 31 28
38 34
49 43100 88 77 65 64 56
54 49
100 88 77 65 57 49 43
54 48 43
100 88 77 65 64 63 61
63 63 62 58
100 88 77 65 64 61
100 88 77 65 64
61
100 88 77 65 64 63 63 57 51
62 61
63 62100 88 77 65 64 63
LRFD
φW
100 88 77 65 64 63 63
61
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
5' - 0"
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
100 88 77 65 64 63 63 62
2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6"
Substrate
Fastener Attachment Spacing, (ft-in)
#
per
clip
Size
1' - 0" 1' - 6"
Specific Notes (Refer to the General Notes section for other applicable notes):1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Design Span hp panel summary chart at the front of this section provides for development of these fastener load adjustments.
2. Number of clip fasteners can be reduced to (1) if project load requirements can still be met. The tabulated panel system capacities shall be reduced by 1/2.
3. Number of clip fasteners can be increased to (3), and stated capacity up to 50%, with the final capacity not to exceed max Panel/Clip Capacity stated at the top of the chart.
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 30 of 68
Table 2.16 - Clip/fastener attachment schedules (17” & 18”, 24 gage Design Span hp):
48 42 35 29 29 28 28 28 27
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
2 #10 48 42 35 29 29 28 28 28 27
2 #12 48 42 35 29 29 28 28 28 27
2 #10 48 42 35 29 29 28 28 28 27
2 #12 48 42 35 29 29 28 28 28 27
2 #10 48 42 35 29 29 28 28 28 27
2 #12 48 42 35 29 29 28 28 28 27
2 #10 48 42 35 29 29 28 28 25 23
2 #12 48 42 35 29 29 28 28 28 26
2 #10 48 42 35 29 29 27 23 21 19
2 #12 48 42 35 29 29 28 27 24 21
2 #10 48 42 35 29 25 21 19 17 15
2 #12 48 42 35 29 28 24 21 19 17
2 #10 48 37 28 22 19 16 14 12 11
2 #12 48 42 32 25 21 18 16 14 13
2 #10 47 31 23 19 16 13 12 10 9
2 #12 48 35 27 21 18 15 13 12 11
2 #10 48 35 26 21 18 15 13 12 11
2 #12 48 40 30 24 20 17 15 13 12
2 #10 48 42 34 27 22 19 17 15 13
2 #12 48 42 35 29 25 22 19 17 15
2 #10 48 42 35 29 27 23 20 18 16
2 #12 48 42 35 29 29 26 23 21 18
2 #10 48 42 35 29 29 28 28 28 27
2 #12 48 42 35 29 29 28 28 28 27
Plywood
& OSB
15/32"
19/32"
23/32"
Lumber
(DFL)
1" min
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
14ga
(.0700")
16ga
(.0590")
18ga
(.0470")
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
18ga
(.0478")
20ga
(.0359")
22ga
(.0299")
Substrate
Fastener Attachment Spacing, (ft-in)
#
per
clip
Size
1' - 0" 1' - 6" 2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6" 5' - 0"
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
74 64 55 45 45 44 43 43 42
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
74 64 55 45 45 44 43 43 42
74 64 55 45 45 44 43 43 42
74 64 55 45 45 44 43 43 42
74 64 55 45 45 44 43 43 42
74 64 55 45 45 44 43 43 42
74 64 55 45 45 44 43 43 42
74 64 55 45 45 44 43 38 34
74 64 55 45 45 44 43 43 39
74 64 55 45 45 40 35 31 28
74 64 55 45 45 44 40 35 32
74 64 55 45 37 32 28 25 22
74 64 55 45 42 36 32 28 25
74 56 42 33 28 24 21 19 17
74 64 48 38 32 27 24 21 19
70 47 35 28 23 20 18 16 14
74 53 40 32 27 23 20 18 16
71 48 36 29 24 20 18 16 14
74 54 41 32 27 23 20 18 16
74 61 45 36 30 26 23 20 18
74 64 52 41 34 29 26 23 21
74 64 55 44 37 31 27 24 22
43
74 64 55 45 42 36
43
31 28 25
74 64 55 45 45 44
41
40 36
74 64 55 45 45 44 43
Specific Notes (Refer to the General Notes section for other applicable notes):1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Design Span hp panel summary chart at the front of this section provides for development of these fastener load adjustments.
2. Number of clip fasteners can be reduced to (1) if project load requirements can still be met. The tabulated panel system capacities shall be reduced by 1/2.
3. Number of clip fasteners can be increased to (3), and stated capacity up to 50%, with the final capacity not to exceed max Panel/Clip Capacity stated at the top of the chart.
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 31 of 68
Table 2.17 - Section properties (18” Design Span hp):
AreaMoment of
Inertia
Distance to
N.A. from
Bottom
Positive
Section
Modulus
Negative
Section
Modulus
w t Fy Fu Ag Ig yb Sg+ Sg-
psf in ksi ksi in2/ft in
4/ft in in
3/ft in
3/ft
24 1.30 0.0232 50 65 0.3702 0.0893 0.26 0.0603 0.3394
22 1.63 0.0294 50 65 0.4675 0.1113 0.26 0.0751 0.4228
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Ae/ft Ie+ yb Se+ Ie- yb Se- I+ I-
in2
in4/ft in in
3/ft in
4/ft in in
3/ft in
4/ft in
4/ft
24 0.0901 0.0840 0.25 0.0557 0.0353 0.84 0.0391 0.0858 0.0533
22 0.1278 0.1100 0.26 0.0737 0.0487 0.80 0.0515 0.1104 0.0696
Gauge WeightBase Metal
Thickness
Yield
Strength
Tensile
Strength
Gross Section Properties
Gauge
Effective Section PropertiesUniform Load Only
Area
Positive Negative
Id = (2Ie+Ig)/3
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 32 of 68
Table 2.18 - Allowable reactions at supports (18” Design Span hp):
Table 2.19 - Positive (inward) uniform load design values (18” Design Span hp):
Clip/fastener attachment schedules (18” Design Span hp):
Tables 2.15 and 2.16 apply
2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6" 5' - 0"
ASD, W/Ω 275 178 124 91 70 55 44
LRFD, φW 440 282 196 144 110 87 71
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 190 123 86 62 48 38 31
LRFD, φW 287 185 129 94 73 58 47
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 236 152 107 78 60 47 38
LRFD, φW 355 229 161 118 90 71 58
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 368 235 164 120 92 73 59
LRFD, φW 584 374 259 191 146 115 93
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 218 163 113 83 64 50 40
LRFD, φW 348 244 170 125 96 76 61
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 247 198 141 103 79 63 51
LRFD, φW 396 303 212 155 119 95 77
L/180 - - - - - - -
L/60 - - - - - - -
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.
Condition
22
Single
Span
Double
Span
Triple
Span
Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)
24
Single
Span
Double
Span
Triple
Span
Gauge Span
Gauge Condition
1- End
2- Interior
1- End
2- Interior
Reaction capacities based on a minimum 1.5" web bearing length
Allowable (lbs/ft width) Factored (lbs/ft width)
24275 440
670 1073
22437 701
544 871
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 33 of 68
3.0 - Klip Rib
Figure 3.1 - Profile: As-installed view shown.
Table 3.1 - Profile:
Panel Use: Roof (primary use), wall, fascia
Substrates: Over spaced supports or solid substrate
Available Gages: 22, 24, 26 gage
Minimum Slope: 1:12 (8.33 %) [Slopes less than 2:12 requires field-applied mastic in seam]
Load Combination Reduction Available (Ref. Section 5.6)
Yes
Uninstalled Panel View
Table 3.2 - Attachment:
Clip Name: Klip Rib Clip
Clip View:
Clip Usage: Over spaced framing or solid substrates
Part #: #KRCLP65 (KRCLP65MD, over rigid insulation)
Panel/ Substrate Gap: 3/16 inch
Thermal Movement: Unlimited
Fastener Limitations: Nom. size: #12 max (KRCLP65MD, 1/4 inch max.)
Head height: 0.120 inch max. Head dia.: 1/2 inch max.
Recommended Fastener(s): #10 or #12 pancake head
Fastener Load Adjustment: N/A
Associated Bearing Plate: N/A
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 34 of 68
Table 3.3 - Section properties (Klip Rib):
Table 3.4 - Allowable reactions at supports (Klip Rib):
AreaMoment of
Inertia
Distance to
N.A. from
Bottom
Positive
Section
Modulus
Negative
Section
Modulus
w t Fy Fu Ag Ig yb Sg+ Sg-
psf in ksi ksi in2/ft in
4/ft in in
3/ft in
3/ft
26 1.11 0.0173 80 82 0.2975 0.0945 0.43 0.0792 0.2183
24 1.39 0.0232 50 65 0.3969 0.1245 0.43 0.1041 0.2875
22 1.75 0.0294 50 65 0.5010 0.1545 0.43 0.1298 0.3581
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Ae/ft Ie+ yb Se+ Ie- yb Se- I+ I-
in2
in4/ft in in
3/ft in
4/ft in in
3/ft in
4/ft in
4/ft
26 0.1184 0.0930 0.43 0.0772 0.0530 0.78 0.0625 0.0935 0.0668
24 0.1832 0.1238 0.43 0.1037 0.0765 0.74 0.0857 0.1240 0.0925
22 0.2440 0.1545 0.43 0.1298 0.1005 0.71 0.1097 0.1545 0.1185
Gauge
Effective Section Properties
AreaId = (2Ie+Ig)/3
WeightGaugeBase Metal
Thickness
Yield
Strength
NegativePositive
Gross Section Properties
Tensile
Strength
Uniform Load Only
Gauge Condition
1- End
2- Interior
1- End
2- Interior
1- End
2- Interior
Reaction capacities based on a minimum 1.5" web bearing length
Allowable (lbs/ft width) Factored (lbs/ft width)
26348 557
763 1222
24480 769
857 1371
22704 1127
1172 1876
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 35 of 68
Table 3.5 - Positive (inward) uniform load design values (Klip Rib):
2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6" 5' - 0"
ASD, W/Ω 348 278 205 151 116 91 74
LRFD, φW 557 446 326 239 183 145 117
L/180 - - - - - 90 65
L/60 - - - - - - -
ASD, W/Ω 305 232 163 120 92 72 59
LRFD, φW 489 349 245 181 139 109 89
L/180
L/60 - - - - - - -
ASD, W/Ω 347 277 201 149 114 90 74
LRFD, φW 555 432 303 224 172 136 111
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 480 331 230 169 129 102 83
LRFD, φW 769 525 365 268 205 162 131
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 343 265 185 137 106 83 67
LRFD, φW 549 399 279 206 159 125 101
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 389 311 230 170 130 104 84
LRFD, φW 623 492 346 256 197 156 127
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 648 415 288 212 162 128 104
LRFD, φW 1028 658 457 336 257 203 164
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 469 339 237 175 134 107 86
LRFD, φW 751 509 357 263 202 160 130
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 533 417 293 217 168 133 107
LRFD, φW 853 628 442 327 252 200 162
L/180 - - - - - - -
L/60 - - - - - - -
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.
Single
Span
Double
Span
Triple
Span
ConditionGauge Span
26
Single
Span
22
Single
Span
Double
Span
Triple
Span
24
Double
Span
Triple
Span
Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 36 of 68
Table 3.6 - Clip/fastener attachment schedule (No. 22 gage Klip Rib):
181 157 135 116 99 84 72 62 54
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
2 #10 181 157 135 116 99 84 72 62 54
2 #12 181 157 135 116 99 84 72 62 54
2 #10 181 157 135 116 99 84 72 62 54
2 #12 181 157 135 116 99 84 72 62 54
2 #10 181 157 135 116 99 84 72 62 54
2 #12 181 157 135 116 99 84 72 62 54
2 #10 181 157 133 106 89 76 66 59 53
2 #12 181 157 135 116 99 84 72 62 54
2 #10 181 145 109 87 72 62 54 48 43
2 #12 181 157 124 99 82 71 62 55 49
2 #10 174 116 87 69 58 50 43 39 35
2 #12 181 132 99 79 66 56 49 44 39
2 #10 130 87 65 52 43 37 33 29 26
2 #12 148 99 74 59 49 42 37 33 30
2 #10 109 72 54 43 36 31 27 24 22
2 #12 124 82 62 49 41 35 31 27 25
2 #10 123 82 62 49 41 35 31 27 25
2 #12 140 93 70 56 47 40 35 31 28
2 #10 156 104 78 63 52 45 39 35 31
2 #12 178 118 89 71 59 51 44 39 36
2 #10 181 126 95 76 63 54 47 42 38
2 #12 181 143 108 86 72 61 54 48 43
2 #10 181 157 135 116 99 84 72 62 54
2 #12 181 157 135 116 99 84 72 62 54
22ga
(.0299")
Plywood
& OSB
15/32"
19/32"
23/32"
Lumber
(DFL)
1" min
134
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
14ga
(.0700")
16ga
(.0590")
18ga
(.0470")
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
18ga
(.0478")
20ga
(.0359")
94 84
115 99 87290 251 216 185 158
73 65 58
290 251 211 169 141 120 105
290 194 146 116 97 83
48
255 170 128 102 85 73 64 57 51
47 42
240 160 120 96 80 69 60 53
42 38
212 141 106 85 71 60
189
53
126 95 76 63 54
37
42 37 33
47
41
167 111 83 67 56 48
41 36 33
186 124 93 74 62 53 47
164 109 82 65 55 47
39
222 148 111 89 74 63 56 49 44
66 59
195 130 98 78 65 56 49 43
65 58 52
290 197 148 118 99 84 74
106 93 82 74
261 174 131 104 87 75
290 247 185 148 124
87
290 217 163 130 109 93 81 72 65
89 80
113 99290 251 216 181 151 129
99 87
290 251 200 160 133 114 100
115 99 87
290 251 216 185 158 134 115
134 115 99 87
290 251 216 185 158 134
290 251 216 185 158
87
290 251 216 185 158 134 115 99 87
99 87
115 99290 251 216 185 158 134
LRFD
φW
290 251 216 185 158 134 115
87
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
5' - 0"
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
290 251 216 185 158 134 115 99
2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6"
Substrate
Fastener Attachment Spacing, (ft-in)
#
per
clip
Size
1' - 0" 1' - 6"
Specific Notes (Refer to the General Notes section for other applicable notes):1. Number of clip fasteners can be increased to (4) or (6), and stated capacity doubled or tripled respectively, with the final capacity not to exceed the max Panel/Clip Capacity stated at the top of the chart.
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 37 of 68
Table 3.7 - Clip/fastener attachment schedule (No. 24 gage Klip Rib):
98 88 78 69 61 54 48 42 37
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
2 #10 98 88 78 69 61 54 48 42 37
2 #12 98 88 78 69 61 54 48 42 37
2 #10 98 88 78 69 61 54 48 42 37
2 #12 98 88 78 69 61 54 48 42 37
2 #10 98 88 78 69 61 54 48 42 37
2 #12 98 88 78 69 61 54 48 42 37
2 #10 98 88 78 69 61 54 48 42 37
2 #12 98 88 78 69 61 54 48 42 37
2 #10 98 88 78 69 61 54 48 42 37
2 #12 98 88 78 69 61 54 48 42 37
2 #10 98 88 78 69 58 50 43 39 35
2 #12 98 88 78 69 61 54 48 42 37
2 #10 98 87 65 52 43 37 33 29 26
2 #12 98 88 74 59 49 42 37 33 30
2 #10 98 72 54 43 36 31 27 24 22
2 #12 98 82 62 49 41 35 31 27 25
2 #10 98 82 62 49 41 35 31 27 25
2 #12 98 88 70 56 47 40 35 31 28
2 #10 98 88 78 63 52 45 39 35 31
2 #12 98 88 78 69 59 51 44 39 36
2 #10 98 88 78 69 61 54 47 42 37
2 #12 98 88 78 69 61 54 48 42 37
2 #10 98 88 78 69 61 54 48 42 37
2 #12 98 88 78 69 61 54 48 42 37
22ga
(.0299")
Plywood
& OSB
15/32"
19/32"
23/32"
Lumber
(DFL)
1" min
86
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
14ga
(.0700")
16ga
(.0590")
18ga
(.0470")
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
18ga
(.0478")
20ga
(.0359")
67 59
76 67 59156 140 125 111 98
73 65 58
156 140 125 111 98 86 76
156 140 125 111 97 83
48
156 140 125 102 85 73 64 57 51
47 42
156 140 120 96 80 69 60 53
42 38
156 140 106 85 71 60
156
53
126 95 76 63 54
37
42 37 33
47
41
156 111 83 67 56 48
41 36 33
156 124 93 74 62 53 47
156 109 82 65 55 47
39
156 140 111 89 74 63 56 49 44
66 59
156 130 98 78 65 56 49 43
65 58 52
156 140 125 111 98 84 74
86 76 67 59
156 140 125 104 87 75
156 140 125 111 98
59
156 140 125 111 98 86 76 67 59
67 59
76 67156 140 125 111 98 86
67 59
156 140 125 111 98 86 76
76 67 59
156 140 125 111 98 86 76
86 76 67 59
156 140 125 111 98 86
156 140 125 111 98
59
156 140 125 111 98 86 76 67 59
67 59
76 67156 140 125 111 98 86
LRFD
φW
156 140 125 111 98 86 76
59
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
5' - 0"
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
156 140 125 111 98 86 76 67
2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6"
Substrate
Fastener Attachment Spacing, (ft-in)
#
per
clip
Size
1' - 0" 1' - 6"
Specific Notes (Refer to the General Notes section for other applicable notes):1. Number of clip fasteners can be increased to (4) or (6), and stated capacity doubledor tripled respectively, with the final capacity not to exceed the max Panel/Clip Capacity stated at the top of the chart.
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 38 of 68
Table 3.8 - Clip/fastener attachment schedule (No. 26 gage Klip Rib):
58 49 42 36 32 28 26 24 24
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
2 #10 58 49 42 36 32 28 26 24 24
2 #12 58 49 42 36 32 28 26 24 24
2 #10 58 49 42 36 32 28 26 24 24
2 #12 58 49 42 36 32 28 26 24 24
2 #10 58 49 42 36 32 28 26 24 24
2 #12 58 49 42 36 32 28 26 24 24
2 #10 58 49 42 36 32 28 26 24 24
2 #12 58 49 42 36 32 28 26 24 24
2 #10 58 49 42 36 32 28 26 24 24
2 #12 58 49 42 36 32 28 26 24 24
2 #10 58 49 42 36 32 28 26 24 24
2 #12 58 49 42 36 32 28 26 24 24
2 #10 58 49 42 36 32 28 26 24 24
2 #12 58 49 42 36 32 28 26 24 24
2 #10 58 49 42 36 32 28 26 24 22
2 #12 58 49 42 36 32 28 26 24 24
2 #10 58 49 42 36 32 28 26 24 24
2 #12 58 49 42 36 32 28 26 24 24
2 #10 58 49 42 36 32 28 26 24 24
2 #12 58 49 42 36 32 28 26 24 24
2 #10 58 49 42 36 32 28 26 24 24
2 #12 58 49 42 36 32 28 26 24 24
2 #10 58 49 42 36 32 28 26 24 24
2 #12 58 49 42 36 32 28 26 24 24
22ga
(.0299")
Plywood
& OSB
15/32"
19/32"
23/32"
Lumber
(DFL)
1" min
45
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
14ga
(.0700")
16ga
(.0590")
18ga
(.0470")
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
18ga
(.0478")
20ga
(.0359")
39 39
41 39 3992 79 68 58 50
41 39 39
92 79 68 58 50 45 41
92 79 68 58 50 45
39
92 79 68 58 50 45 41 39 39
39 39
92 79 68 58 50 45 41 39
39 38
92 79 68 58 50 45
92
41
79 68 58 50 45
37
41 37 33
41
39
92 79 68 58 50 45
41 36 33
92 79 68 58 50 45 41
92 79 68 58 50 45
39
92 79 68 58 50 45 41 39 39
39 39
92 79 68 58 50 45 41 39
41 39 39
92 79 68 58 50 45 41
45 41 39 39
92 79 68 58 50 45
92 79 68 58 50
39
92 79 68 58 50 45 41 39 39
39 39
41 3992 79 68 58 50 45
39 39
92 79 68 58 50 45 41
41 39 39
92 79 68 58 50 45 41
45 41 39 39
92 79 68 58 50 45
92 79 68 58 50
39
92 79 68 58 50 45 41 39 39
39 39
41 3992 79 68 58 50 45
LRFD
φW
92 79 68 58 50 45 41
39
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
5' - 0"
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
92 79 68 58 50 45 41 39
2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6"
Substrate
Fastener Attachment Spacing, (ft-in)
#
per
clip
Size
1' - 0" 1' - 6"
Specific Notes (Refer to the General Notes section for other applicable notes):1. Number of clip fasteners can be increased to (4) or (6), and stated capacity doubled or tripled respectively, with the final capacity not to exceed the max Panel/Clip Capacity stated at the top of the chart.
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 39 of 68
4.0 - Select Seam (Narrow Batten)
Figure 4.1 - Profile: As-installed view shown
.
Table 4.1 - Profile:
Panel Use: Roof (primary use), fascia
Substrates: Over solid or closely fitted deck
Available Gages: No. 22, 24 gage
Minimum Slope: 3:12 (25 percent)
Load Combination Reduction Available (Ref. Section 5.6)
Yes
Uninstalled Panel View
Table 4.2 - Attachment:
Clip Name: Narrow Batten Clip
Clip View:
Clip Usage: Over solid substrates only.
Part #: #SSMCLPNBZA
Panel/ Substrate Gap: 3/16 inch
Thermal Movement: Unlimited
Fastener Limitations: Nom. size: ¼ inch max.
Head height: 0.140 inch max. Head dia.: 1 inch max.
Recommended Fastener(s): #10 or #12 pancake head
Fastener Load Adjustments (due to eccentricity of fasteners relative to panel seam):
Per fastener: 1.61 ΣM = 0
1.58P = .98R
Associated Bearing Plate: #BPUNI22
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 40 of 68
Table 4.3 - Section properties (12” Select Seam):
Positive (inward) uniform load design values (12” Select Seam):
Design Values are not available. Select Seam requires installation over solid substrate.
AreaMoment of
Inertia
Distance to
N.A. from
Bottom
Positive
Section
Modulus
Negative
Section
Modulus
w t Fy Fu Ag Ig yb Sg+ Sg-
psf in ksi ksi in2/ft in
4/ft in in
3/ft in
3/ft
24 1.49 0.0232 50 65 0.3107 0.0057 0.05 0.0082 0.1093
22 1.86 0.0294 50 65 0.3932 0.0072 0.06 0.0103 0.1300
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Ae/ft Ie+ yb Se+ Ie- yb Se- I+ I-
in2
in4/ft in in
3/ft in
4/ft in in
3/ft in
4/ft in
4/ft
24 0.0442 0.0011 0.03 0.0015 0.0043 0.16 0.0073 0.0026 0.0048
22 0.0683 0.0023 0.03 0.0032 0.0059 0.14 0.0096 0.0039 0.0063
Gauge
Effective Section PropertiesUniform Load Only
Area
Positive Negative
Id = (2Ie+Ig)/3
Gauge WeightBase Metal
Thickness
Yield
Strength
Tensile
Strength
Gross Section Properties
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 41 of 68
Table 4.4 - Clip/fastener attachment schedule (12”, No. 22 gage Select Seam):
132 105 77 69 61 52 44 36 27
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
1 #10 132 105 77 69 61 52 44 36 27
1 #12 132 105 77 69 61 52 44 36 27
1 #10 132 105 77 66 55 47 41 36 27
1 #12 132 105 77 69 61 52 44 36 27
1 #10 132 92 69 55 46 39 35 31 27
1 #12 132 105 77 63 52 45 39 35 27
1 #10 110 73 55 44 37 31 28 24 22
1 #12 125 83 63 50 42 36 31 28 25
1 #10 90 60 45 36 30 26 22 20 18
1 #12 102 68 51 41 34 29 26 23 20
1 #10 72 48 36 29 24 21 18 16 14
1 #12 82 55 41 33 27 23 20 18 16
1 #10 54 36 27 22 18 15 14 12 11
1 #12 61 41 31 25 20 18 15 14 12
1 #10 45 30 22 18 15 13 11 10 9
1 #12 51 34 26 20 17 15 13 11 10
1 #10 51 34 26 20 17 15 13 11 10
1 #12 58 39 29 23 19 17 15 13 12
1 #10 65 43 32 26 22 18 16 14 13
1 #12 74 49 37 29 25 21 18 16 15
1 #10 78 52 39 31 26 22 20 17 16
1 #12 89 59 45 36 30 25 22 20 18
1 #10 129 86 65 52 43 37 32 29 26
1 #12 132 98 73 59 49 42 37 33 2744 40
44 39 35
198 132 99 79 66 57 50
Lumber
(DFL)
1" min 175 116 87 70 58 50
40 34 30 27 24
30 26 23 2123/32" 106 70 53 42 35
120 80 60 48
20
19 18
99 66 50 40 33 28 25
23
22
19/32" 88 58 44 35 29 25 22
20 17 16
20 17 15 14
78 52 39 31 26 22
26 22 19 17
Plywood
& OSB
15/32" 69 46 34 28
22ga
(.0299")
68 45 34 27 23
77 51 39 31
92 61 46 37 31
15
19 17 15 14
23
20 18
20 18 16
27 24
26 23
20ga
(.0359")
81 54 40 32 27
82 61 49 41 35 31
27
38
18ga
(.0478")
108 72 54 43 36 22
122
44
31 27 24
34 31
54
153 102 77 61 51
38
47 41 37 33
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
135 90 67
63 54
45 39
47 42
34 30
18ga
(.0470")
165 110 83 66 55
188 125 94 75
43
46 41
209 157 118 94 78 67 59 52
16ga
(.0590")
207 138 103 83 69 59 52
93 80 70 56 43
70 61 55 4314ga
(.0700")
209 164 122 98 82
209 166 122 109
43
56 43
209 166 122 109 96 83 70 56
LRFD
φW
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
209 166 122 109 96 83 70
43
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
5' - 0"
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
209 166 122 109 96 83 70 56
2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6"
Substrate
Fastener Attachment Spacing, (ft-in)
#
per
clip
Size
1' - 0" 1' - 6"
Specific Notes (Refer to the General Notes section for other applicable notes):1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Select Seam Narrow Batten panel summary chart at the front of this section provides for development of these fastener load adjustmen ts.
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 42 of 68
Table 4.5 - Clip/fastener attachment schedule (12”, No. 24 gage Select Seam):
95 78 61 54 48 41 35 28 22
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
1 #10 95 78 61 54 48 41 35 28 22
1 #12 95 78 61 54 48 41 35 28 22
1 #10 95 78 61 54 48 41 35 28 22
1 #12 95 78 61 54 48 41 35 28 22
1 #10 95 78 61 54 46 39 35 28 22
1 #12 95 78 61 54 48 41 35 28 22
1 #10 95 73 55 44 37 31 28 24 22
1 #12 95 78 61 50 42 36 31 28 22
1 #10 90 60 45 36 30 26 22 20 18
1 #12 95 68 51 41 34 29 26 23 20
1 #10 72 48 36 29 24 21 18 16 14
1 #12 82 55 41 33 27 23 20 18 16
1 #10 54 36 27 22 18 15 14 12 11
1 #12 61 41 31 25 20 18 15 14 12
1 #10 45 30 22 18 15 13 11 10 9
1 #12 51 34 26 20 17 15 13 11 10
1 #10 51 34 26 20 17 15 13 11 10
1 #12 58 39 29 23 19 17 15 13 12
1 #10 65 43 32 26 22 18 16 14 13
1 #12 74 49 37 29 25 21 18 16 15
1 #10 78 52 39 31 26 22 20 17 16
1 #12 89 59 45 36 30 25 22 20 18
1 #10 95 78 61 52 43 37 32 28 22
1 #12 95 78 61 54 48 41 35 28 22
22ga
(.0299")
Plywood
& OSB
15/32"
19/32"
23/32"
Lumber
(DFL)
1" min
57
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
14ga
(.0700")
16ga
(.0590")
18ga
(.0470")
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
18ga
(.0478")
20ga
(.0359")
39 34
50 44 34149 122 95 79 66
30 27 24
149 116 87 70 58 50 44
120 80 60 48 40 34
20
106 70 53 42 35 30 26 23 21
19 18
99 66 50 40 33 28 25 22
17 16
88 58 44 35 29 25
78
22
52 39 31 26 22
15
17 15 14
20
17
69 46 34 28 23 20
17 15 14
77 51 39 31 26 22 19
68 45 34 27 23 19
16
92 61 46 37 31 26 23 20 18
27 24
81 54 40 32 27 23 20 18
27 24 22
122 82 61 49 41 35 31
44 38 34 31
108 72 54 43 36 31
149 102 77 61 51
34
135 90 67 54 45 39 34 30 27
37 33
47 42149 122 94 75 63 54
44 34
149 110 83 66 55 47 41
52 44 34
149 122 95 85 75 65 55
65 55 44 34
149 122 95 83 69 59
149 122 95 85 75
34
149 122 95 85 75 65 55 44 34
44 34
55 44149 122 95 85 75 65
LRFD
φW
149 122 95 85 75 65 55
34
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
5' - 0"
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
149 122 95 85 75 65 55 44
2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6"
Substrate
Fastener Attachment Spacing, (ft-in)
#
per
clip
Size
1' - 0" 1' - 6"
Specific Notes (Refer to the General Notes section for other applicable notes):1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Select Seam Narrow Batten panel summary chart at the front of this section provides for development of these fastener load adjustments.
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 43 of 68
Table 4.6 - Section properties (16” Select Seam):
Positive (inward) uniform load design values (16” Select Seam):
Design Values are not available. Select Seam requires installation over solid substrate.
AreaMoment of
Inertia
Distance to
N.A. from
Bottom
Positive
Section
Modulus
Negative
Section
Modulus
w t Fy Fu Ag Ig yb Sg+ Sg-
psf in ksi ksi in2/ft in
4/ft in in
3/ft in
3/ft
24 1.36 0.0232 50 65 0.3026 0.0044 0.04 0.0062 0.1020
22 1.71 0.0294 50 65 0.3831 0.0053 0.05 0.0078 0.1199
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Ae/ft Ie+ yb Se+ Ie- yb Se- I+ I-
in2
in4/ft in in
3/ft in
4/ft in in
3/ft in
4/ft in
4/ft
24 0.0332 0.0008 0.02 0.0011 0.0032 0.16 0.0055 0.0020 0.0036
22 0.0514 0.0017 0.03 0.0024 0.0044 0.14 0.0072 0.0029 0.0047
Gauge
Effective Section PropertiesUniform Load Only
Area
Positive Negative
Id = (2Ie+Ig)/3
Gauge WeightBase Metal
Thickness
Yield
Strength
Tensile
Strength
Gross Section Properties
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 44 of 68
Table 4.7 - Clip/fastener attachment schedule (16”, No. 22 gage Select Seam):
97 81 65 58 50 43 35 28 21
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
1 #10 97 81 65 58 50 43 35 28 21
1 #12 97 81 65 58 50 43 35 28 21
1 #10 97 81 61 49 41 35 31 27 21
1 #12 97 81 65 56 47 40 35 28 21
1 #10 97 69 52 41 35 30 26 23 21
1 #12 97 78 59 47 39 34 29 26 21
1 #10 83 55 41 33 28 24 21 18 17
1 #12 94 63 47 38 31 27 23 21 19
1 #10 67 45 34 27 22 19 17 15 13
1 #12 77 51 38 31 26 22 19 17 15
1 #10 54 36 27 22 18 15 13 12 11
1 #12 61 41 31 25 20 18 15 14 12
1 #10 41 27 20 16 14 12 10 9 8
1 #12 46 31 23 18 15 13 12 10 9
1 #10 34 22 17 13 11 10 8 7 7
1 #12 38 26 19 15 13 11 10 9 8
1 #10 38 26 19 15 13 11 10 9 8
1 #12 44 29 22 17 15 12 11 10 9
1 #10 49 32 24 19 16 14 12 11 10
1 #12 55 37 28 22 18 16 14 12 11
1 #10 59 39 29 23 20 17 15 13 12
1 #12 67 45 33 27 22 19 17 15 13
1 #10 97 65 48 39 32 28 24 22 19
1 #12 97 73 55 44 37 31 28 24 21
22ga
(.0299")
Plywood
& OSB
15/32"
19/32"
23/32"
Lumber
(DFL)
1" min
42
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
14ga
(.0700")
16ga
(.0590")
18ga
(.0470")
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
18ga
(.0478")
20ga
(.0359")
29 26
37 33 30149 99 74 59 50
23 20 18
131 87 65 52 44 37 33
90 60 45 36 30 26
15
79 53 40 32 26 23 20 18 16
15 13
75 50 37 30 25 21 19 17
13 12
66 44 33 26 22 19
59
16
39 29 23 20 17
12
13 11 10
15
13
52 34 26 21 17 15
13 11 10
58 39 29 23 19 17 14
51 34 25 20 17 15
12
69 46 34 28 23 20 17 15 14
20 18
61 40 30 24 20 17 15 13
20 18 16
92 61 46 37 31 26 23
33 29 26 23
81 54 41 32 27 23
115 77 58 46 38
28
101 67 51 40 34 29 25 22 20
28 25
35 31141 94 70 56 47 40
39 32
124 83 62 50 41 35 31
39 34 31
153 118 88 71 59 50 44
60 52 44 32
153 103 78 62 52 44
153 128 104 84 70
32
153 123 92 74 61 53 46 41 32
44 32
56 44153 128 104 92 80 68
LRFD
φW
153 128 104 92 80 68 56
32
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
5' - 0"
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
153 128 104 92 80 68 56 44
2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6"
Substrate
Fastener Attachment Spacing, (ft-in)
#
per
clip
Size
1' - 0" 1' - 6"
Specific Notes (Refer to the General Notes section for other applicable notes):1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Select Seam Narrow Batten panel summary chart at the front of this section provides for development of these fastener load adjustments.
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 45 of 68
Table 4.8 - Clip/fastener attachment schedule (16”, No. 24 gage Select Seam):
70 55 40 36 32 28 24 19 15
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
1 #10 70 55 40 36 32 28 24 19 15
1 #12 70 55 40 36 32 28 24 19 15
1 #10 70 55 40 36 32 28 24 19 15
1 #12 70 55 40 36 32 28 24 19 15
1 #10 70 55 40 36 32 28 24 19 15
1 #12 70 55 40 36 32 28 24 19 15
1 #10 70 55 40 33 28 24 21 18 15
1 #12 70 55 40 36 31 27 23 19 15
1 #10 67 45 34 27 22 19 17 15 13
1 #12 70 51 38 31 26 22 19 17 15
1 #10 54 36 27 22 18 15 13 12 11
1 #12 61 41 31 25 20 18 15 14 12
1 #10 41 27 20 16 14 12 10 9 8
1 #12 46 31 23 18 15 13 12 10 9
1 #10 34 22 17 13 11 10 8 7 7
1 #12 38 26 19 15 13 11 10 9 8
1 #10 38 26 19 15 13 11 10 9 8
1 #12 44 29 22 17 15 12 11 10 9
1 #10 49 32 24 19 16 14 12 11 10
1 #12 55 37 28 22 18 16 14 12 11
1 #10 59 39 29 23 20 17 15 13 12
1 #12 67 45 33 27 22 19 17 15 13
1 #10 70 55 40 36 32 28 24 19 15
1 #12 70 55 40 36 32 28 24 19 15
22ga
(.0299")
Plywood
& OSB
15/32"
19/32"
23/32"
Lumber
(DFL)
1" min
42
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
14ga
(.0700")
16ga
(.0590")
18ga
(.0470")
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
18ga
(.0478")
20ga
(.0359")
29 24
37 31 24112 88 65 58 50
23 20 18
112 87 65 52 44 37 33
90 60 45 36 30 26
15
79 53 40 32 26 23 20 18 16
15 13
75 50 37 30 25 21 19 17
13 12
66 44 33 26 22 19
59
16
39 29 23 20 17
12
13 11 10
15
13
52 34 26 21 17 15
13 11 10
58 39 29 23 19 17 14
51 34 25 20 17 15
12
69 46 34 28 23 20 17 15 14
20 18
61 40 30 24 20 17 15 13
20 18 16
92 61 46 37 31 26 23
33 29 26 23
81 54 41 32 27 23
112 77 58 46 38
24
101 67 51 40 34 29 25 22 20
28 24
35 31112 88 65 56 47 40
31 24
112 83 62 50 41 35 31
38 31 24
112 88 65 58 51 45 38
45 38 31 24
112 88 65 58 51 44
112 88 65 58 51
24
112 88 65 58 51 45 38 31 24
31 24
38 31112 88 65 58 51 45
LRFD
φW
112 88 65 58 51 45 38
24
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
5' - 0"
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
112 88 65 58 51 45 38 31
2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6"
Substrate
Fastener Attachment Spacing, (ft-in)
#
per
clip
Size
1' - 0" 1' - 6"
Specific Notes (Refer to the General Notes section for other applicable notes):1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Select Seam Narrow Batten panel summary chart at the front of this section provides for development of these fastener load adjustmen ts.
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 46 of 68
5.0 - Prestige Series
Figure 5.1 - Profile: As installed view shown, with optional clip.
Table 5.1 - Profile:
Panel Use: Wall, soffit, fascia, ceiling
Substrates: Over solid substrate or over open framing
Available Gages: Nos. 18, 20, 22, 24 gage
Minimum Slope: Wall (installed horiz. or vertically) or soffit applications only
Load Combination Reduction Available (Ref. Section 5.6)
N/A
Uninstalled Panel View
Table 5.2 - Attachment:
Clip Name: Prestige Clip
Clip View:
Clip Usage: Optional, however most applications require clip to meet
wind loads. Over spaced framing or solid substrates.
Part #: #PS12CLP
Panel/ Substrate Gap: 0”
Thermal Movement: None.
Fastener Limitations: Nom. size: #14 max.
Head height: ¼ inch maximum Head dia.: ½ inch maximum
Recommended Fastener(s): #10 or #12 pancake head
#12 or ¼ inch dia. hex washer head
Fastener Load Adjustments (due to eccentricity of fasteners relative to panel seam):
3 fasteners: 1.16 ΣM = 0
11.29P = 9.33R1 + 10.08R2
Associated Bearing Plate: N/A
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 47 of 68
Table 5.3 - Section properties (Full 12” Prestige Series):
Table 5.4 - Allowable reactions at supports (Full 12” Prestige Series):
AreaMoment of
Inertia
Distance to
N.A. from
Bottom
Positive
Section
Modulus
Negative
Section
Modulus
w t Fy Fu Ag Ig yb Sg+ Sg-
psf in ksi ksi in2/ft in
4/ft in in
3/ft in
3/ft
24 1.51 0.0232 50 65 0.4295 0.1379 1.12 0.3536 0.1234
22 1.89 0.0294 50 65 0.5426 0.1710 1.11 0.4406 0.1540
20 2.27 0.0354 40 55 0.6517 0.2030 1.11 0.5222 0.1833
18 2.93 0.0459 40 55 0.8415 0.2550 1.10 0.6587 0.2329
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Ae/ft Ie+ yb Se+ Ie- yb Se- I+ I-
in2
in4/ft in in
3/ft in
4/ft in in
3/ft in
4/ft in
4/ft
24 0.1426 0.0546 0.61 0.0605 0.0882 1.22 0.0721 0.0824 0.1048
22 0.1944 0.0741 0.63 0.0853 0.1152 1.21 0.0954 0.1064 0.1338
20 0.2552 0.0990 0.68 0.1203 0.1450 1.19 0.1221 0.1337 0.1643
18 0.3584 0.1380 0.71 0.1799 0.1920 1.16 0.1649 0.1770 0.2130
Gauge
Effective Section PropertiesUniform Load Only
Area
Positive Negative
Id = (2Ie+Ig)/3
Gauge WeightBase Metal
Thickness
Yield
Strength
Tensile
Strength
Gross Section Properties
Gauge Condition
1- End
2- Interior
1- End
2- Interior
1- End
2- Interior
1- End
2- Interior
Reaction capacities based on a minimum 1.5" web bearing length
Allowable (lbs/ft width) Factored (lbs/ft width)
24468 749
517 827
20656 1051
816 1307
22656 1051
816 1307
18656 1051
816 1307
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 48 of 68
Table 5.5 - Positive (inward) uniform load design values (Full 12” Reveal Prestige Series):
2' - 0" 3' - 0" 4' - 0" 5' - 0" 6' - 0" 7' - 0" 7' - 6"
ASD, W/Ω 302 134 75 48 34 25 21
LRFD, φW 479 213 120 77 53 39 34
L/180 - - - - 33 21 17
L/60 - - - - - - -
ASD, W/Ω 207 138 87 56 39 28 25
LRFD, φW 331 221 131 85 59 43 38
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 235 157 108 70 49 35 31
LRFD, φW 376 251 162 105 74 54 47
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 426 189 106 68 47 35 30
LRFD, φW 675 300 169 108 75 55 48
L/180 - - - - 43 27 22
L/60 - - - - - - -
ASD, W/Ω 326 200 115 74 52 38 34
LRFD, φW 523 302 173 112 78 57 50
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 371 246 143 92 64 48 41
LRFD, φW 594 370 214 139 97 72 62
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 480 213 120 77 53 39 34
LRFD, φW 762 339 190 122 85 62 54
L/180 - - - - - 34 28
L/60 - - - - - - -
ASD, W/Ω 326 204 118 76 53 39 34
LRFD, φW 523 307 177 115 80 59 51
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 371 247 144 94 65 48 42
LRFD, φW 594 375 218 142 99 73 64
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 656 319 180 115 80 59 51
LRFD, φW 1051 506 285 182 127 93 81
L/180 - - - - 72 45 37
L/60 - - - - - - -
ASD, W/Ω 326 218 158 103 71 53 46
LRFD, φW 523 348 238 154 107 80 69
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 371 247 185 127 88 65 57
LRFD, φW 594 396 292 191 133 99 86
L/180 - - - - - - -
L/60 - - - - - - -
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.
Span Condition
Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)
22
Single
Span
Double
Span
Triple
Span
20
Single
Span
Double
Span
Triple
Span
18
Single
Span
Double
Span
Triple
Span
24
Single
Span
Double
Span
Triple
Span
Gauge
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 49 of 68
Table 5.6 - Clip/fastener attachment schedule (No. 20 and 22 gage Prestige Series with 0” or 1” reveal, DIRECT FASTENED):
20 19 19 19 18 18 18
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
1 #10 20 19 19 19 18 18 18
1 #12 20 19 19 19 18 18 18
1 1/4" 20 19 19 19 18 18 18
1 #10 20 19 19 19 18 18 18
1 #12 20 19 19 19 18 18 18
1 1/4" 20 19 19 19 18 18 18
1 #10 20 19 19 19 18 18 18
1 #12 20 19 19 19 18 18 18
1 1/4" 20 19 19 19 18 18 18
1 #10 20 19 19 19 18 18 18
1 #12 20 19 19 19 18 18 18
1 1/4" 20 19 19 19 18 18 18
1 #10 20 19 19 19 18 18 18
1 #12 20 19 19 19 18 18 18
1 1/4" 20 19 19 19 18 18 18
1 #10 20 19 19 19 18 17 15
1 #12 20 19 19 19 18 18 18
1 1/4" 20 19 19 19 18 18 18
1 #10 20 19 19 17 14 12 12
1 #12 20 19 19 19 16 14 13
1 1/4" 20 19 19 19 18 16 15
1 #10 20 19 18 14 12 10 10
1 #12 20 19 19 16 14 12 11
1 1/4" 20 19 19 19 16 14 13
1 #10 20 19 19 16 14 12 11
1 #12 20 19 19 19 16 13 12
1 #14 20 19 19 19 17 15 14
1 #10 20 19 19 19 17 15 14
1 #12 20 19 19 19 18 17 16
1 #14 20 19 19 19 18 18 17
1 #10 20 19 19 19 18 18 17
1 #12 20 19 19 19 18 18 18
1 #14 20 19 19 19 18 18 18
1 #10 20 19 19 19 18 18 18
1 #12 20 19 19 19 18 18 18
1 #14 20 19 19 19 18 18 18
Attachment Spacing, (ft-in)
Panel Negative (Outward) Uniform Load Capacity, (lbs/ft2)
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
29 29 28 28 28 27 27
27
29 29 28 28 28 27 27
28Lumber
(DFL)
1" min 29 29 28 28 27
26
29 29 28 28 28 27 27
23
29 29 28 28 28 27
25
23/32" 29 29 28 28 28 24
19/32" 29
23
29 29 28 28 27 23 21
29 29
29 28 28 24
28 28 28
20 19
17
29 29 28 28 23 20 19
16 15
29 29 28 25 21 18
19
Plywood
& OSB
15/32" 29 29 28 22 19
29 29 28 24 20
29 29 28 25 21 18 17
22ga
(.0299")
29 29 27 22 18 16 15
28
29 29 28 28 28 25
29
23
17
29 29 28 28 25 21 20
27
27
20ga
(.0359")
29 29 28 26 22 19
29
23
28 28 28 27
29 29 28 28 28
28 27
26
18ga
(.0478")
29 29 28 28 28 25
27
27
29 29 28 28 28 27 27
28
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
29 29 28 28
29 29 28 28
27
27
29 29 28 28 28 27 27
27 27
29 29 28 28 28 27
18ga
(.0470")
29 29 28 28 28
27 27
29 29 28 28 28 27
29 28 28 28
27
29 29 28 28 28
27 27
27
29 29 28 28 28 27 27
27
29 29 28 28 28 27
28 27
14ga
(.0700")
29 29 28 28 28 27
27
29 29 28 28 28 27 27
29 29
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
29 29 28 28
28 28
16ga
(.0590")
29
28 27 27
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
27
4' - 0" 5' - 0" 6' - 0" 7' - 0" 7' - 6"
28 28 28 27
2' - 0" 3' - 0"
Substrate
Fastener
# Size29 29
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 50 of 68
Table 5.7 - Clip/fastener attachment schedule (No. 24 gage Prestige Series with 0” or 1” reveal, DIRECT FASTENED):
14 14 13 12 12 11 11
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
1 #10 14 14 13 12 12 11 11
1 #12 14 14 13 12 12 11 11
1 1/4" 14 14 13 12 12 11 11
1 #10 14 14 13 12 12 11 11
1 #12 14 14 13 12 12 11 11
1 1/4" 14 14 13 12 12 11 11
1 #10 14 14 13 12 12 11 11
1 #12 14 14 13 12 12 11 11
1 1/4" 14 14 13 12 12 11 11
1 #10 14 14 13 12 12 11 11
1 #12 14 14 13 12 12 11 11
1 1/4" 14 14 13 12 12 11 11
1 #10 14 14 13 12 12 11 11
1 #12 14 14 13 12 12 11 11
1 1/4" 14 14 13 12 12 11 11
1 #10 14 14 13 12 12 11 11
1 #12 14 14 13 12 12 11 11
1 1/4" 14 14 13 12 12 11 11
1 #10 14 14 13 12 12 11 11
1 #12 14 14 13 12 12 11 11
1 1/4" 14 14 13 12 12 11 11
1 #10 14 14 13 12 12 10 10
1 #12 14 14 13 12 12 11 11
1 1/4" 14 14 13 12 12 11 11
1 #10 14 14 13 12 12 11 11
1 #12 14 14 13 12 12 11 11
1 #14 14 14 13 12 12 11 11
1 #10 14 14 13 12 12 11 11
1 #12 14 14 13 12 12 11 11
1 #14 14 14 13 12 12 11 11
1 #10 14 14 13 12 12 11 11
1 #12 14 14 13 12 12 11 11
1 #14 14 14 13 12 12 11 11
1 #10 14 14 13 12 12 11 11
1 #12 14 14 13 12 12 11 11
1 #14 14 14 13 12 12 11 11
Attachment Spacing, (ft-in)
Panel Negative (Outward) Uniform Load Capacity, (lbs/ft2)
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
22 21 20 19 18 17 16
16
22 21 20 19 18 17 16
18Lumber
(DFL)
1" min 22 21 20 19 17
16
22 21 20 19 18 17 16
16
22 21 20 19 18 17
17
23/32" 22 21 20 19 18 17
19/32" 22
16
22 21 20 19 18 17 16
22 21
21 20 19 18
20 19 18
17 16
16
22 21 20 19 18 17 16
16 15
22 21 20 19 18 17
16
Plywood
& OSB
15/32" 22 21 20 19 18
22 21 19 18 17
22 21 20 19 18 17 16
22ga
(.0299")
22 21 20 19 18 16 15
20
22 21 20 19 18 17
21
16
16
22 21 20 19 18 17 16
17
16
20ga
(.0359")
22 21 20 19 18 17
22
16
20 19 18 17
22 21 20 19 18
18 17
16
18ga
(.0478")
22 21 20 19 18 17
16
16
22 21 20 19 18 17 16
18
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
22 21 20 19
22 21 20 19
17
16
22 21 20 19 18 17 16
17 16
22 21 20 19 18 17
18ga
(.0470")
22 21 20 19 18
17 16
22 21 20 19 18 17
21 20 19 18
16
22 21 20 19 18
17 16
16
22 21 20 19 18 17 16
16
22 21 20 19 18 17
18 17
14ga
(.0700")
22 21 20 19 18 17
16
22 21 20 19 18 17 16
22 21
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
22 21 20 19
20 19
16ga
(.0590")
22
18 17 16
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
16
4' - 0" 5' - 0" 6' - 0" 7' - 0" 7' - 6"
20 19 18 17
2' - 0" 3' - 0"
Substrate
Fastener
# Size22 21
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 51 of 68
Table 5.8 - Clip/fastener attachment schedule (No. 20 and 22 gage Prestige Series with 0” or 1” reveal – CLIP ATTACHED):
88 88 76 64 51 39 33
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
3 #10 88 88 76 64 51 39 33
3 #12 88 88 76 64 51 39 33
3 1/4" 88 88 76 64 51 39 33
3 #10 88 88 76 64 51 39 33
3 #12 88 88 76 64 51 39 33
3 1/4" 88 88 76 64 51 39 33
3 #10 88 88 76 64 51 39 33
3 #12 88 88 76 64 51 39 33
3 1/4" 88 88 76 64 51 39 33
3 #10 88 88 76 61 51 39 33
3 #12 88 88 76 64 51 39 33
3 1/4" 88 88 76 64 51 39 33
3 #10 88 83 62 50 42 36 33
3 #12 88 88 71 57 47 39 33
3 1/4" 88 88 76 64 51 39 33
3 #10 88 67 50 40 33 29 27
3 #12 88 76 57 45 38 32 30
3 1/4" 88 88 66 53 44 38 33
3 #10 75 50 37 30 25 21 20
3 #12 85 57 43 34 28 24 23
3 1/4" 88 66 49 39 33 28 26
3 #10 62 42 31 25 21 18 17
3 #12 71 47 35 28 24 20 19
3 1/4" 82 55 41 33 27 23 22
3 #10 71 47 35 28 24 20 19
3 #12 81 54 40 32 27 23 21
3 #14 88 59 44 36 30 25 24
3 #10 88 60 45 36 30 26 24
3 #12 88 68 51 41 34 29 27
3 #14 88 75 56 45 37 32 30
3 #10 88 72 54 43 36 31 29
3 #12 88 82 62 49 41 35 33
3 #14 88 88 68 54 45 39 33
3 #10 88 88 76 64 51 39 33
3 #12 88 88 76 64 51 39 33
3 #14 88 88 76 64 51 39 3382 62 53
53
142 142 122 102 82 62 53
81Lumber
(DFL)
1" min 142 142 121 97
142 142 122 102
62
45
142 122 92 73 61 52 49
39
142 111 84 67 56 48
43
23/32" 142 98 73 59 49 42
19/32" 122
40
138 92 69 55 46 39 37
142 101
81 61 49 41
76 61 51
35 32
29
120 80 60 48 40 34 32
27 26
109 72 54 43 36 31
33
Plywood
& OSB
15/32" 96 64 48 38 32
123 82 49 41 35
107 71 53 43 36 31 29
22ga
(.0299")
94 63 47 38 31 27 25
62
142 99 74 59 49 42
132
40
30
128 85 64 51 43 36 34
49
53
20ga
(.0359")
112 75 56 45 37 32
142
40
99 79 66 56
142 113 85 68 57
82 62
45
18ga
(.0478")
142 100 75 60 50 43
53
50
142 142 106 85 71 61 53
62
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
142 125 94 75
142 142 122 99
53
53
142 142 122 102 82 62 53
62 53
142 142 122 102 82 62
18ga
(.0470")
142 142 115 92 76
62 53
142 142 122 102 82 62
142 122 102 82
53
142 142 122 102 82
62 53
53
142 142 122 102 82 62 53
62 53
142 142 122 102 82 62
14ga
(.0700")
142 142 122 102 82
142 142 82 62122 102
16ga
(.0590")
142
53
142 142 122 102 82 62 53
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
142 142 122 102
102 82 62 53
82 62 53
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
LRFD
φW
LRFD
φW
7' - 0" 7' - 6"
Substrate
Fastener Attachment Spacing, (ft-in)
#
per
clip
Size
LRFD
φW
2' - 0" 3' - 0" 4' - 0" 5' - 0" 6' - 0"
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
142 142 122
Specific Notes (Refer to the General Notes section for other applicable notes):1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Prestige Series panel summary chart at the front of this section provides for development of these fastener load adjustments.
2. Number of fasteners can be reduced to (2) if project load requirements can still be met. Reduce stated capacities above by 1/2 (the third fastener @ panel nailing flange does not factor into the above capacities).
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 52 of 68
Table 5.9 - Clip/fastener attachment schedule (No. 24 gage Prestige Series with 0” or 1” reveal – CLIP ATTACHED):
69 69 61 53 45 37 33
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
3 #10 69 69 61 53 45 37 33
3 #12 69 69 61 53 45 37 33
3 1/4" 69 69 61 53 45 37 33
3 #10 69 69 61 53 45 37 33
3 #12 69 69 61 53 45 37 33
3 1/4" 69 69 61 53 45 37 33
3 #10 69 69 61 53 45 37 33
3 #12 69 69 61 53 45 37 33
3 1/4" 69 69 61 53 45 37 33
3 #10 69 69 61 53 45 37 33
3 #12 69 69 61 53 45 37 33
3 1/4" 69 69 61 53 45 37 33
3 #10 69 69 61 50 42 36 33
3 #12 69 69 61 53 45 37 33
3 1/4" 69 69 61 53 45 37 33
3 #10 69 67 50 40 33 29 27
3 #12 69 69 57 45 38 32 30
3 1/4" 69 69 61 53 44 37 33
3 #10 69 50 37 30 25 21 20
3 #12 69 57 43 34 28 24 23
3 1/4" 69 66 49 39 33 28 26
3 #10 62 42 31 25 21 18 17
3 #12 69 47 35 28 24 20 19
3 1/4" 69 55 41 33 27 23 22
3 #10 69 47 35 28 24 20 19
3 #12 69 54 40 32 27 23 21
3 #14 69 59 44 36 30 25 24
3 #10 69 60 45 36 30 26 24
3 #12 69 68 51 41 34 29 27
3 #14 69 69 56 45 37 32 30
3 #10 69 69 54 43 36 31 29
3 #12 69 69 61 49 41 35 33
3 #14 69 69 61 53 45 37 33
3 #10 69 69 61 53 45 37 33
3 #12 69 69 61 53 45 37 33
3 #14 69 69 61 53 45 37 33
Attachment Spacing, (ft-in)
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
110 110 98 85 72 59 53
53
110 110 98 85 72 59 53
72Lumber
(DFL)
1" min 110 110 98 85 59
45
110 110 92 73 61 52 49
39
110 110 84 67 56 48
43
23/32" 110 98 73 59 49 42
19/32" 110
40
110 92 69 55 46 39 37
110 101
81 61 49 41
76 61 51
35 32
29
110 80 60 48 40 34 32
27 26
109 72 54 43 36 31
33
Plywood
& OSB
15/32" 96 64 48 38 32
110 82 49 41 35
107 71 53 43 36 31 29
22ga
(.0299")
94 63 47 38 31 27 25
62
110 99 74 59 49 42
110
40
30
110 85 64 51 43 36 34
49
53
20ga
(.0359")
110 75 56 45 37 32
110
40
98 79 66 56
110 110 85 68 57
72 59
45
18ga
(.0478")
110 100 75 60 50 43
53
50
110 110 98 85 71 59 53
62
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
110 110 94 75
110 110 98 85
53
53
110 110 98 85 72 59 53
59 53
110 110 98 85 72 59
18ga
(.0470")
110 110 98 85 72
59 53
110 110 98 85 72 59
110 98 85 72
53
110 110 98 85 72
59 53
53
110 110 98 85 72 59 53
53
110 110 98 85 72 59
72 59
14ga
(.0700")
110 110 98 85 72 59
53
110 110 98 85 72 59 53
110 110
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
110 110 98 85
98 85
16ga
(.0590")
110
72 59 53
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
53
4' - 0" 5' - 0" 6' - 0" 7' - 0" 7' - 6"
98 85 72 59
2' - 0" 3' - 0"
Substrate
Fastener
#
per
clip
Size110 110
Specific Notes (Refer to the General Notes section for other applicable notes):1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Prestige Series panel summary chart at the front of this section provides for development of these fastener load adjustments.
2. Number of fasteners can be reduced to (2) if project load requirements can still be met. Reduce stated capacities above by 1/2 (the third fastener @ panel nailing flange does not factor into the above capacities).
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 53 of 68
Table 5.10 - Section properties (1” reveal Prestige Series):
Table 5.11 - Allowable reactions at supports (1” reveal Prestige Series):
AreaMoment of
Inertia
Distance to
N.A. from
Bottom
Positive
Section
Modulus
Negative
Section
Modulus
w t Fy Fu Ag Ig yb Sg+ Sg-
psf in ksi ksi in2/ft in
4/ft in in
3/ft in
3/ft
24 1.51 0.0232 50 65 0.4295 0.1444 1.06 0.3222 0.1363
22 1.89 0.0294 50 65 0.5426 0.1800 1.05 0.4019 0.1703
20 2.27 0.0354 40 55 0.6517 0.2130 1.05 0.4769 0.2028
18 2.93 0.0459 40 55 0.8415 0.2680 1.04 0.6026 0.2582
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Ae/ft Ie+ yb Se+ Ie- yb Se- I+ I-
in2
in4/ft in in
3/ft in
4/ft in in
3/ft in
4/ft in
4/ft
24 0.1531 0.0552 0.58 0.0598 0.0949 1.18 0.0807 0.0849 0.1114
22 0.2130 0.0752 0.61 0.0843 0.1264 1.15 0.1098 0.1101 0.1443
20 0.2863 0.1010 0.65 0.1187 0.1610 1.13 0.1430 0.1383 0.1783
18 0.4039 0.1420 0.68 0.1773 0.2120 1.11 0.1917 0.1840 0.2307
Gauge
Effective Section PropertiesUniform Load Only
Area
Positive Negative
Id = (2Ie+Ig)/3
Gauge WeightBase Metal
Thickness
Yield
Strength
Tensile
Strength
Gross Section Properties
Gauge Condition
1- End
2- Interior
1- End
2- Interior
1- End
2- Interior
1- End
2- Interior
Reaction capacities based on a minimum 1.5" web bearing length
Allowable (lbs/ft width) Factored (lbs/ft width)
24460 737
522 835
20619 991
720 1153
22619 991
720 1153
18619 991
720 1153
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 54 of 68
Table 5.12 - Positive (inward) uniform load design values (1” reveal Prestige Series):
2' - 0" 3' - 0" 4' - 0" 5' - 0" 6' - 0" 7' - 0" 7' - 6"
ASD, W/Ω 298 133 75 48 33 24 21
LRFD, φW 473 210 118 76 53 39 34
L/180 - - - - - 22 18
L/60 - - - - - - -
ASD, W/Ω 209 139 95 62 43 32 28
LRFD, φW 334 223 144 93 65 49 42
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 237 158 117 77 53 40 35
LRFD, φW 380 253 176 116 81 60 52
L/180 - - - - - - 33
L/60 - - - - - - -
ASD, W/Ω 421 187 105 67 47 34 30
LRFD, φW 667 297 167 107 74 54 47
L/180 - - - - 45 28 23
L/60 - - - - - - -
ASD, W/Ω 288 192 129 84 59 44 38
LRFD, φW 461 307 194 126 89 66 57
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 327 218 157 103 73 53 47
LRFD, φW 524 349 237 155 109 81 71
L/180 - - - - - 53 43
L/60 - - - - - - -
ASD, W/Ω 474 211 118 76 53 39 34
LRFD, φW 752 334 188 120 84 61 53
L/180 - - - - - 35 29
L/60 - - - - - - -
ASD, W/Ω 288 192 133 86 61 45 40
LRFD, φW 461 307 200 130 91 68 60
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 327 218 161 106 75 56 49
LRFD, φW 524 349 242 160 113 84 74
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 619 315 177 113 79 58 50
LRFD, φW 991 499 281 180 125 92 80
L/180 - - - - 74 47 38
L/60 - - - - - - -
ASD, W/Ω 288 192 144 115 81 60 53
LRFD, φW 461 307 231 174 122 90 80
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 327 218 164 131 100 75 65
LRFD, φW 524 349 262 210 151 113 98
L/180 - - - - - - -
L/60 - - - - - - -
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.
Span Condition
Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)
22
Single
Span
Double
Span
Triple
Span
20
Single
Span
Double
Span
Triple
Span
18
Single
Span
Double
Span
Triple
Span
24
Single
Span
Double
Span
Triple
Span
Gauge
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 55 of 68
Clip/fastener attachment schedules (1” reveal Prestige Series panel):
Tables 5.6 to 5.9 apply
Table 5.13 - Section properties (2” reveal Prestige Series):
Table 5.14 - Allowable reactions at supports (2” reveal Prestige Series):
AreaMoment of
Inertia
Distance to
N.A. from
Bottom
Positive
Section
Modulus
Negative
Section
Modulus
w t Fy Fu Ag Ig yb Sg+ Sg-
psf in ksi ksi in2/ft in
4/ft in in
3/ft in
3/ft
24 1.51 0.0232 50 65 0.4295 0.1480 1.00 0.2924 0.1478
22 1.89 0.0294 50 65 0.5426 0.1840 1.00 0.3649 0.1849
20 2.27 0.0354 40 55 0.6517 0.2180 0.99 0.4333 0.2203
18 2.93 0.0459 40 55 0.8415 0.2760 0.98 0.5483 0.2808
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Ae/ft Ie+ yb Se+ Ie- yb Se- I+ I-
in2
in4/ft in in
3/ft in
4/ft in in
3/ft in
4/ft in
4/ft
24 0.1547 0.0557 0.57 0.0593 0.0938 1.15 0.0816 0.0865 0.1119
22 0.2163 0.0761 0.59 0.0835 0.1257 1.12 0.1121 0.1121 0.1451
20 0.2935 0.1020 0.62 0.1173 0.1630 1.09 0.1499 0.1407 0.1813
18 0.4235 0.1450 0.66 0.1750 0.2210 1.05 0.2102 0.1887 0.2393
Gauge
Effective Section PropertiesUniform Load Only
Area
Positive Negative
Id = (2Ie+Ig)/3
Gauge WeightBase Metal
Thickness
Yield
Strength
Tensile
Strength
Gross Section Properties
Gauge Condition
1- End
2- Interior
1- End
2- Interior
1- End
2- Interior
1- End
2- Interior
Reaction capacities based on a minimum 1.5" web bearing length
Allowable (lbs/ft width) Factored (lbs/ft width)
24460 737
522 835
20619 991
720 1153
22619 991
720 1153
18619 991
720 1153
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 56 of 68
Table 5.15 - Positive (inward) uniform load design values (2” reveal Prestige Series):
2' - 0" 3' - 0" 4' - 0" 5' - 0" 6' - 0" 7' - 0" 7' - 6"
ASD, W/Ω 296 132 74 47 33 24 21
LRFD, φW 469 209 117 75 52 38 33
L/180 - - - - - 22 18
L/60 - - - - - - -
ASD, W/Ω 209 139 96 62 43 32 28
LRFD, φW 334 223 145 94 66 49 42
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 237 158 118 77 54 40 34
LRFD, φW 380 253 178 116 81 60 52
L/180 - - - - - - 34
L/60 - - - - - - -
ASD, W/Ω 417 185 104 67 46 34 30
LRFD, φW 661 294 165 106 73 54 47
L/180 - - - - 45 29 23
L/60 - - - - - - -
ASD, W/Ω 288 192 131 86 60 45 38
LRFD, φW 461 307 197 129 91 67 58
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 327 218 160 105 74 55 48
LRFD, φW 524 349 241 159 112 82 72
L/180 - - - - - 54 44
L/60 - - - - - - -
ASD, W/Ω 468 208 117 75 52 38 33
LRFD, φW 743 330 186 119 83 61 53
L/180 - - - - - 36 29
L/60 - - - - - - -
ASD, W/Ω 288 192 138 90 63 47 41
LRFD, φW 461 307 207 136 96 71 62
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 327 218 164 111 79 58 51
LRFD, φW 524 349 252 167 118 88 77
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 619 310 175 112 78 57 50
LRFD, φW 991 493 277 177 123 90 79
L/180 - - - - 76 48 39
L/60 - - - - - - -
ASD, W/Ω 288 192 144 115 89 65 57
LRFD, φW 461 307 231 184 134 99 86
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 327 218 164 131 109 81 71
LRFD, φW 524 349 262 210 164 122 107
L/180 - - - - - - -
L/60 - - - - - - -
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.
Span Condition
Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)
22
Single
Span
Double
Span
Triple
Span
20
Single
Span
Double
Span
Triple
Span
18
Single
Span
Double
Span
Triple
Span
24
Single
Span
Double
Span
Triple
Span
Gauge
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 57 of 68
Table 5.16 - Clip/fastener attachment schedule (No. 20 and 22 gage Prestige Series with 2” reveal, DIRECT FASTENED):
27 26 26 26 25 25 25
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
1 #10 27 26 26 26 25 25 25
1 #12 27 26 26 26 25 25 25
1 1/4" 27 26 26 26 25 25 25
1 #10 27 26 26 26 25 25 25
1 #12 27 26 26 26 25 25 25
1 1/4" 27 26 26 26 25 25 25
1 #10 27 26 26 26 25 25 25
1 #12 27 26 26 26 25 25 25
1 1/4" 27 26 26 26 25 25 25
1 #10 27 26 26 26 25 25 24
1 #12 27 26 26 26 25 25 25
1 1/4" 27 26 26 26 25 25 25
1 #10 27 26 26 26 24 21 19
1 #12 27 26 26 26 25 24 22
1 1/4" 27 26 26 26 25 25 25
1 #10 27 26 26 23 19 17 15
1 #12 27 26 26 26 22 19 18
1 1/4" 27 26 26 26 25 22 20
1 #10 27 26 22 17 14 12 12
1 #12 27 26 25 20 16 14 13
1 1/4" 27 26 26 23 19 16 15
1 #10 27 24 18 14 12 10 10
1 #12 27 26 21 16 14 12 11
1 1/4" 27 26 24 19 16 14 13
1 #10 27 26 21 16 14 12 11
1 #12 27 26 23 19 16 13 12
1 #14 27 26 26 21 17 15 14
1 #10 27 26 26 21 17 15 14
1 #12 27 26 26 24 20 17 16
1 #14 27 26 26 26 22 19 17
1 #10 27 26 26 25 21 18 17
1 #12 27 26 26 26 24 20 19
1 #14 27 26 26 26 25 23 21
1 #10 27 26 26 26 25 25 25
1 #12 27 26 26 26 25 25 25
1 #14 27 26 26 26 25 25 25
Attachment Spacing, (ft-in)
Panel Negative (Outward) Uniform Load Capacity, (lbs/ft2)
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
40 40 39 38 38 37 37
37
40 40 39 38 38 37 37
38Lumber
(DFL)
1" min 40 40 39 38 37
26
40 40 39 38 36 30 28
23
40 40 39 38 32 28
25
23/32" 40 40 39 34 28 24
19/32" 40
23
40 40 39 32 27 23 21
40 40
40 35 28 24
39 35 29
20 19
17
40 40 35 28 23 20 19
16 15
40 40 32 25 21 18
19
Plywood
& OSB
15/32" 40 37 28 22 19
40 40 29 24 20
40 40 31 25 21 18 17
22ga
(.0299")
40 36 27 22 18 16 15
36
40 40 39 34 29 25
40
23
17
40 40 37 30 25 21 20
28
31
20ga
(.0359")
40 40 33 26 22 19
40
23
39 38 38 33
40 40 39 38 33
38 37
26
18ga
(.0478")
40 40 39 35 29 25
37
29
40 40 39 38 38 35 33
36
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
40 40 39 38
40 40 39 38
31
37
40 40 39 38 38 37 37
37 35
40 40 39 38 38 37
18ga
(.0470")
40 40 39 38 38
37 37
40 40 39 38 38 37
40 39 38 38
37
40 40 39 38 38
37 37
37
40 40 39 38 38 37 37
37
40 40 39 38 38 37
38 37
14ga
(.0700")
40 40 39 38 38 37
37
40 40 39 38 38 37 37
40 40
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
40 40 39 38
39 38
16ga
(.0590")
40
38 37 37
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
37
4' - 0" 5' - 0" 6' - 0" 7' - 0" 7' - 6"
39 38 38 37
2' - 0" 3' - 0"
Substrate
Fastener
# Size40 40
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 58 of 68
Table 5.17 - Clip/fastener attachment schedule (No. 24 gage Prestige Series with 2” reveal, DIRECT FASTENED):
16 16 16 16 16 16 16
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
1 #10 16 16 16 16 16 16 16
1 #12 16 16 16 16 16 16 16
1 1/4" 16 16 16 16 16 16 16
1 #10 16 16 16 16 16 16 16
1 #12 16 16 16 16 16 16 16
1 1/4" 16 16 16 16 16 16 16
1 #10 16 16 16 16 16 16 16
1 #12 16 16 16 16 16 16 16
1 1/4" 16 16 16 16 16 16 16
1 #10 16 16 16 16 16 16 16
1 #12 16 16 16 16 16 16 16
1 1/4" 16 16 16 16 16 16 16
1 #10 16 16 16 16 16 16 16
1 #12 16 16 16 16 16 16 16
1 1/4" 16 16 16 16 16 16 16
1 #10 16 16 16 16 16 16 15
1 #12 16 16 16 16 16 16 16
1 1/4" 16 16 16 16 16 16 16
1 #10 16 16 16 16 14 12 12
1 #12 16 16 16 16 16 14 13
1 1/4" 16 16 16 16 16 16 15
1 #10 16 16 16 14 12 10 10
1 #12 16 16 16 16 14 12 11
1 1/4" 16 16 16 16 16 14 13
1 #10 16 16 16 16 14 12 11
1 #12 16 16 16 16 16 13 12
1 #14 16 16 16 16 16 15 14
1 #10 16 16 16 16 16 15 14
1 #12 16 16 16 16 16 16 16
1 #14 16 16 16 16 16 16 16
1 #10 16 16 16 16 16 16 16
1 #12 16 16 16 16 16 16 16
1 #14 16 16 16 16 16 16 16
1 #10 16 16 16 16 16 16 16
1 #12 16 16 16 16 16 16 16
1 #14 16 16 16 16 16 16 16
Attachment Spacing, (ft-in)
Panel Negative (Outward) Uniform Load Capacity, (lbs/ft2)
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
23 23 24 24 24 24 24
24
23 23 24 24 24 24 24
24Lumber
(DFL)
1" min 23 23 24 24 24
24
23 23 24 24 24 24 24
23
23 23 24 24 24 24
24
23/32" 23 23 24 24 24 24
19/32" 23
23
23 23 24 24 24 23 21
23 23
23 24 24 24
24 24 24
20 19
17
23 23 24 24 23 20 19
16 15
23 23 24 24 21 18
19
Plywood
& OSB
15/32" 23 23 24 22 19
23 23 24 24 20
23 23 24 24 21 18 17
22ga
(.0299")
23 23 24 22 18 16 15
24
23 23 24 24 24 24
23
23
17
23 23 24 24 24 21 20
24
24
20ga
(.0359")
23 23 24 24 22 19
23
23
24 24 24 24
23 23 24 24 24
24 24
24
18ga
(.0478")
23 23 24 24 24 24
24
24
23 23 24 24 24 24 24
24
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
23 23 24 24
23 23 24 24
24
24
23 23 24 24 24 24 24
24 24
23 23 24 24 24 24
18ga
(.0470")
23 23 24 24 24
24 24
23 23 24 24 24 24
23 24 24 24
24
23 23 24 24 24
24 24
24
23 23 24 24 24 24 24
24
23 23 24 24 24 24
24 24
14ga
(.0700")
23 23 24 24 24 24
24
23 23 24 24 24 24 24
23 23
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
23 23 24 24
24 24
16ga
(.0590")
23
24 24 24
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
24
4' - 0" 5' - 0" 6' - 0" 7' - 0" 7' - 6"
24 24 24 24
2' - 0" 3' - 0"
Substrate
Fastener
# Size23 23
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 59 of 68
Table 5.18 - Clip/fastener attachment schedule (No. 20 and 22 gage Prestige Series with 2” reveal, CLIP ATTACHED):
88 88 77 66 55 44 38
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
3 #10 88 88 77 66 55 44 38
3 #12 88 88 77 66 55 44 38
3 1/4" 88 88 77 66 55 44 38
3 #10 88 88 77 66 55 44 38
3 #12 88 88 77 66 55 44 38
3 1/4" 88 88 77 66 55 44 38
3 #10 88 88 77 66 55 44 38
3 #12 88 88 77 66 55 44 38
3 1/4" 88 88 77 66 55 44 38
3 #10 88 88 76 61 51 44 38
3 #12 88 88 77 66 55 44 38
3 1/4" 88 88 77 66 55 44 38
3 #10 88 83 62 50 42 36 33
3 #12 88 88 71 57 47 41 38
3 1/4" 88 88 77 66 55 44 38
3 #10 88 67 50 40 33 29 27
3 #12 88 76 57 45 38 32 30
3 1/4" 88 88 66 53 44 38 35
3 #10 75 50 37 30 25 21 20
3 #12 85 57 43 34 28 24 23
3 1/4" 88 66 49 39 33 28 26
3 #10 62 42 31 25 21 18 17
3 #12 71 47 35 28 24 20 19
3 1/4" 82 55 41 33 27 23 22
3 #10 71 47 35 28 24 20 19
3 #12 81 54 40 32 27 23 21
3 #14 88 59 44 36 30 25 24
3 #10 88 60 45 36 30 26 24
3 #12 88 68 51 41 34 29 27
3 #14 88 75 56 45 37 32 30
3 #10 88 72 54 43 36 31 29
3 #12 88 82 62 49 41 35 33
3 #14 88 88 68 54 45 39 36
3 #10 88 88 77 66 55 44 38
3 #12 88 88 77 66 55 44 38
3 #14 88 88 77 66 55 44 38
Attachment Spacing, (ft-in)
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
141 141 123 105 88 70 61
61
141 141 123 105 88 70 61
81Lumber
(DFL)
1" min 141 141 121 97 69
45
141 122 92 73 61 52 49
39
141 111 84 67 56 48
43
23/32" 141 98 73 59 49 42
19/32" 122
40
138 92 69 55 46 39 37
141 101
81 61 49 41
76 61 51
35 32
29
120 80 60 48 40 34 32
27 26
109 72 54 43 36 31
33
Plywood
& OSB
15/32" 96 64 48 38 32
123 82 49 41 35
107 71 53 43 36 31 29
22ga
(.0299")
94 63 47 38 31 27 25
62
141 99 74 59 49 42
132
40
30
128 85 64 51 43 36 34
49
53
20ga
(.0359")
112 75 56 45 37 32
141
40
99 79 66 56
141 113 85 68 57
82 70
45
18ga
(.0478")
141 100 75 60 50 43
61
50
141 141 106 85 71 61 57
62
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
141 125 94 75
141 141 123 99
53
61
141 141 123 105 88 70 61
66 61
141 141 123 104 87 70
18ga
(.0470")
141 141 115 92 76
70 61
141 141 123 105 88 70
141 123 105 88
61
141 141 123 105 88
70 61
61
141 141 123 105 88 70 61
61
141 141 123 105 88 70
88 70
14ga
(.0700")
141 141 123 105 88 70
61
141 141 123 105 88 70 61
141 141
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
141 141 123 105
123 105
16ga
(.0590")
141
88 70 61
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
61
4' - 0" 5' - 0" 6' - 0" 7' - 0" 7' - 6"
123 105 88 70
2' - 0" 3' - 0"
Substrate
Fastener
#
per
clip
Size141 141
Specific Notes (Refer to the General Notes section for other applicable notes):1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Prestige Series panel summary chart at the front of this section provides for development of these fastener load adjustments.
2. Number of fasteners can be reduced to (2) if project load requirements can still be met. Reduce stated capacities above by 1/2 (the third fastener @ panel nailing flange does not factor into the above capacities).
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 60 of 68
Table 5.19 - Clip/fastener attachment schedule (No. 24 gage Prestige Series with 2” reveal, CLIP ATTACHED):
81 81 72 63 54 45 40
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
3 #10 81 81 72 63 54 45 40
3 #12 81 81 72 63 54 45 40
3 1/4" 81 81 72 63 54 45 40
3 #10 81 81 72 63 54 45 40
3 #12 81 81 72 63 54 45 40
3 1/4" 81 81 72 63 54 45 40
3 #10 81 81 72 63 54 45 40
3 #12 81 81 72 63 54 45 40
3 1/4" 81 81 72 63 54 45 40
3 #10 81 81 72 61 51 44 40
3 #12 81 81 72 63 54 45 40
3 1/4" 81 81 72 63 54 45 40
3 #10 81 81 62 50 42 36 33
3 #12 81 81 71 57 47 41 38
3 1/4" 81 81 72 63 54 45 40
3 #10 81 67 50 40 33 29 27
3 #12 81 76 57 45 38 32 30
3 1/4" 81 81 66 53 44 38 35
3 #10 75 50 37 30 25 21 20
3 #12 81 57 43 34 28 24 23
3 1/4" 81 66 49 39 33 28 26
3 #10 62 42 31 25 21 18 17
3 #12 71 47 35 28 24 20 19
3 1/4" 81 55 41 33 27 23 22
3 #10 71 47 35 28 24 20 19
3 #12 81 54 40 32 27 23 21
3 #14 81 59 44 36 30 25 24
3 #10 81 60 45 36 30 26 24
3 #12 81 68 51 41 34 29 27
3 #14 81 75 56 45 37 32 30
3 #10 81 72 54 43 36 31 29
3 #12 81 81 62 49 41 35 33
3 #14 81 81 68 54 45 39 36
3 #10 81 81 72 63 54 45 40
3 #12 81 81 72 63 54 45 40
3 #14 81 81 72 63 54 45 40
Attachment Spacing, (ft-in)
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
130 130 115 101 86 71 64
64
130 130 115 101 86 71 64
81Lumber
(DFL)
1" min 130 130 115 97 69
45
130 122 92 73 61 52 49
39
130 111 84 67 56 48
43
23/32" 130 98 73 59 49 42
19/32" 122
40
130 92 69 55 46 39 37
130 101
81 61 49 41
76 61 51
35 32
29
120 80 60 48 40 34 32
27 26
109 72 54 43 36 31
33
Plywood
& OSB
15/32" 96 64 48 38 32
123 82 49 41 35
107 71 53 43 36 31 29
22ga
(.0299")
94 63 47 38 31 27 25
62
130 99 74 59 49 42
130
40
30
128 85 64 51 43 36 34
49
53
20ga
(.0359")
112 75 56 45 37 32
130
40
99 79 66 56
130 113 85 68 57
82 70
45
18ga
(.0478")
130 100 75 60 50 43
64
50
130 130 106 85 71 61 57
62
Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
130 125 94 75
130 130 115 99
53
64
130 130 115 101 86 71 64
66 61
130 130 115 101 86 71
18ga
(.0470")
130 130 115 92 76
71 64
130 130 115 101 86 71
130 115 101 86
64
130 130 115 101 86
71 64
64
130 130 115 101 86 71 64
64
130 130 115 101 86 71
86 71
14ga
(.0700")
130 130 115 101 86 71
64
130 130 115 101 86 71 64
130 130
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
130 130 115 101
115 101
16ga
(.0590")
130
86 71 64
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
64
4' - 0" 5' - 0" 6' - 0" 7' - 0" 7' - 6"
115 101 86 71
2' - 0" 3' - 0"
Substrate
Fastener
#
per
clip
Size130 130
Specific Notes (Refer to the General Notes section for other applicable notes):1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Prestige Series panel summary chart at the front of this section provides for development of these fastener load adjustments.
2. Number of fasteners can be reduced to (2) if project load requirements can still be met. Reduce stated capacities above by 1/2 (the third fastener @ panel nailing flange does not factor into the above capacities).
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 61 of 68
Table 5.20 - Section properties (6” reveal Prestige Series):
Table 5.21 - Allowable reactions at supports (6” reveal Prestige Series):
AreaMoment of
Inertia
Distance to
N.A. from
Bottom
Positive
Section
Modulus
Negative
Section
Modulus
w t Fy Fu Ag Ig yb Sg+ Sg-
psf in ksi ksi in2/ft in
4/ft in in
3/ft in
3/ft
24 1.51 0.0232 50 65 0.4295 0.1330 0.77 0.1806 0.1734
22 1.89 0.0294 50 65 0.5426 0.1660 0.76 0.2258 0.2174
20 2.27 0.0354 40 55 0.6517 0.1970 0.76 0.2684 0.2595
18 2.93 0.0459 40 55 0.8415 0.2490 0.75 0.3404 0.3317
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Ae/ft Ie+ yb Se+ Ie- yb Se- I+ I-
in2
in4/ft in in
3/ft in
4/ft in in
3/ft in
4/ft in
4/ft
24 0.1557 0.0567 0.52 0.0577 0.0801 1.02 0.0783 0.0821 0.0977
22 0.2185 0.0778 0.54 0.0808 0.1071 0.99 0.1083 0.1072 0.1267
20 0.2983 0.1051 0.56 0.1127 0.1387 0.95 0.1467 0.1357 0.1581
18 0.4340 0.1500 0.59 0.1666 0.1890 0.90 0.2094 0.1830 0.2090
Gauge
Effective Section PropertiesUniform Load Only
Area
Positive Negative
Id = (2Ie+Ig)/3
Gauge WeightBase Metal
Thickness
Yield
Strength
Tensile
Strength
Gross Section Properties
Gauge Condition
1- End
2- Interior
1- End
2- Interior
1- End
2- Interior
1- End
2- Interior
Reaction capacities based on a minimum 1.5" web bearing length
Allowable (lbs/ft width) Factored (lbs/ft width)
24460 737
522 835
20619 991
720 1153
22619 991
720 1153
18619 991
720 1153
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 62 of 68
Table 5.22 - Positive (inward) uniform load design values (6” reveal Prestige Series):
2' - 0" 3' - 0" 4' - 0" 5' - 0" 6' - 0" 7' - 0" 7' - 6"
ASD, W/Ω 288 128 72 46 32 23 20
LRFD, φW 456 203 114 73 51 37 32
L/180 - - - - - 21 17
L/60 - - - - - - -
ASD, W/Ω 209 139 93 60 42 31 27
LRFD, φW 334 223 140 91 63 47 41
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 237 158 114 75 52 39 34
LRFD, φW 380 253 172 113 79 59 51
L/180 - - - - - - 32
L/60 - - - - - - -
ASD, W/Ω 403 179 101 65 45 33 29
LRFD, φW 640 284 160 102 71 52 45
L/180 - - - - 43 27 22
L/60 - - - - - - -
ASD, W/Ω 288 192 127 83 58 43 37
LRFD, φW 461 307 191 125 87 65 56
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 327 218 155 102 71 53 46
LRFD, φW 524 349 234 154 108 80 70
L/180 - - - - - 52 42
L/60 - - - - - - -
ASD, W/Ω 450 200 112 72 50 37 32
LRFD, φW 714 317 178 114 79 58 51
L/180 - - - - - 35 28
L/60 - - - - - - -
ASD, W/Ω 288 192 136 88 62 46 41
LRFD, φW 461 307 204 133 94 70 61
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 327 218 164 109 77 57 50
LRFD, φW 524 349 248 164 116 86 75
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 619 296 166 106 74 54 47
LRFD, φW 991 469 264 169 117 86 75
L/180 - - - - - 47 38
L/60 - - - - - - -
ASD, W/Ω 288 192 144 115 89 66 57
LRFD, φW 461 307 231 184 133 99 86
L/180 - - - - - - -
L/60 - - - - - - -
ASD, W/Ω 327 218 164 131 109 80 71
LRFD, φW 524 349 262 210 163 121 107
L/180 - - - - - - -
L/60 - - - - - - -
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.
Span Condition
Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)
22
Single
Span
Double
Span
Triple
Span
20
Single
Span
Double
Span
Triple
Span
18
Single
Span
Double
Span
Triple
Span
24
Single
Span
Double
Span
Triple
Span
Gauge
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 63 of 68
Table 5.23 - Clip/fastener attachment schedule (20-22ga Prestige Series with 6” reveal)
76 76 69 62 54 47 44
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
3 #10 76 76 69 62 54 47 44
3 #12 76 76 69 62 54 47 44
3 1/4" 76 76 69 62 54 47 44
3 #10 76 76 69 62 54 47 44
3 #12 76 76 69 62 54 47 44
3 1/4" 76 76 69 62 54 47 44
3 #10 76 76 69 62 54 47 44
3 #12 76 76 69 62 54 47 44
3 1/4" 76 76 69 62 54 47 44
3 #10 76 76 69 61 51 44 41
3 #12 76 76 69 62 54 47 44
3 1/4" 76 76 69 62 54 47 44
3 #10 76 76 62 50 42 36 33
3 #12 76 76 69 57 47 41 38
3 1/4" 76 76 69 62 54 47 44
3 #10 76 67 50 40 33 29 27
3 #12 76 76 57 45 38 32 30
3 1/4" 76 76 66 53 44 38 35
3 #10 75 50 37 30 25 21 20
3 #12 76 57 43 34 28 24 23
3 1/4" 76 66 49 39 33 28 26
3 #10 62 42 31 25 21 18 17
3 #12 71 47 35 28 24 20 19
3 1/4" 76 55 41 33 27 23 22
3 #10 71 47 35 28 24 20 19
3 #12 76 54 40 32 27 23 21
3 #14 76 59 44 36 30 25 24
3 #10 76 60 45 36 30 26 24
3 #12 76 68 51 41 34 29 27
3 #14 76 75 56 45 37 32 30
3 #10 76 72 54 43 36 31 29
3 #12 76 76 62 49 41 35 33
3 #14 76 76 68 54 45 39 36
3 #10 76 76 69 62 54 47 44
3 #12 76 76 69 62 54 47 44
3 #14 76 76 69 62 54 47 44
70
121 121 110 98 87 75 70
121 121 110 98 87 75
49
Lumber
(DFL)
1" min 121 121 110 97 81 69 65
121 121 92 73 61 52
39
121 111 84 67 56 48 45
51 43 40
23/32" 121 98 73 59 49 42
35 32
121 92 69 55 46 39 37
19/32" 121 81 61 49 41
121 101 76 61
29
120 80 60 48 40 34 32
109 72 54 43 36 31
33
Plywood
& OSB
15/32" 96 64 48 38 32 27 26
121 82 62 49 41 35
71 53 43 36 31 29
40
22ga
(.0299")
94 63 47 38 31 27 25
107
121 99 74 59 49 42
85 64 51 43 36 34
53
20ga
(.0359")
112 75 56 45 37 32 30
121
40
121 113 85 68 57 49 45
50
121 121 99 79
43
66 56
82 70 66
121 121
18ga
(.0478")
121 100 75 60Cold
Formed
Steel
(Gr 33
min.)
16ga
(.0598")
121 121 94
57
121 121 110 98
75
106 85 71 61
70
69
75 62 53 50
121 121 110 98 87
121 121 110 98 87 74
75 70
18ga
(.0470")
121 121 110 92 76 66 61
75 70
121 121 110 98 87 75 70
98 87
121 121 110 98 87
121 121
16ga
(.0590")
121 121 110
121 110
14ga
(.0700")
121
98 87 75 70
75
75 70
75 70
70
121 110 98 87
110 98 87
121
75 70
121 121 110 98 87 75 70
98
121 121 110 98
87
87
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
121
Cold
Formed
Steel
(Gr 55
min.)
12ga
(.1050")
121 121 110
75
4' - 0" 5' - 0" 6' - 0" 7' - 0"
70121 110 98 87
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
LRFD
φW
LRFD
φW
LRFD
φW
2' - 0" 3' - 0" 7' - 6"
Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)Substrate
Fastener Attachment Spacing, (ft-in)
#
per
clip
Size
Specific Notes (Refer to the General Notes section for other applicable notes):1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Prestige Series panel summary chart at the front of this section provides for development of these fastener load adjustments.
2. Number of fasteners can be reduced to (2) if projectload requirements can still be met. Reduce stated capacities above by 1/2 (the third fastener @ panel nailing flange does not factor into the above capacities).
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 64 of 68
6.0 - Skyline Roofing® & Skyline Roofing® hp
Figure 6.1 - Profile: As installed view shown.
Table 6.1 – Profile:
Panel Use: Roof (primary use), wall, fascia
Substrates: Over solid or closely fitted deck.
Available Gauges: No. 24 gage (Skyline Roofing® hp), No. 26 gage (Skyline
Roofing®)
Minimum Slope: 3:12 (25 percent)
Load Combination Reduction Available (Ref. Section 5.6)
No.
Uninstalled Panel View
Table 6.2 - Attachment:
Clip Name: N/A (fastener attached panel)
Clip View: N/A
Clip Usage: N/A
Part #: N/A
Panel/ Substrate Gap: 0 inch
Thermal Movement: 5/16 inch each direction (with centered fastener)
Fastener Limitations: Nom. size: #10 max.
Head height: 0.090 inch max. Head dia.: ½ inch max.
Recommended Fastener(s): #8 modified truss head, #10 pancake
Fastener Load Adjustment: N/A
Associated Bearing Plate: N/A
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 65 of 68
Table 6.3 - Section properties (12” Skyline Roofing®):
Table 6.4 - Fastener attachment schedule (12”, No. 26 gage Skyline Roofing®):
AreaMoment of
Inertia
Distance to
N.A. from
Bottom
Positive
Section
Modulus
Negative
Section
Modulus
w t Fy Fu Ag Ig yb Sg+ Sg-
psf in ksi ksi in2/ft in
4/ft in in
3/ft in
3/ft
26 1.01 0.0173 33 45 0.2775 0.0119 0.11 0.0169 0.1082
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Ae/ft Ie+ yb Se+ Ie- yb Se- I+ I-
in2
in4/ft in in
3/ft in
4/ft in in
3/ft in
4/ft in
4/ft
26 0.0735 0.0119 0.11 0.0169 0.0069 0.30 0.0136 0.0119 0.0086
Negative
Id = (2Ie+Ig)/3
Gauge WeightBase Metal
Thickness
Yield
Strength
Tensile
Strength
Gross Section Properties
Gauge
Effective Section PropertiesUniform Load Only
Area
Positive
40 39 37 34 31
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
1 #8 40 39 37 34 31
1 #10 40 39 37 34 31
1 #8 40 39 37 34 31
1 #10 40 39 37 34 31
1 #8 40 39 37 34 31
1 #10 40 39 37 34 31
1 #8 40 39 37 34 31
1 #10 40 39 37 34 3160 59 56 53 49
Lumber
(DFL)
1" min 60 59 56 53 49
60 59 56 53 48
42
23/32" 60 59 56 52 42
60 59
Plywood
& OSB
15/32" 60 59 56
48
19/32" 60 59 56
52
56 53
42
60 59 56 53 48
52
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
Substrate
Fastener Attachment Spacing, (ft-in)
# SizePanel Negative (Outward) Uniform Load Capacity, (lbs/ft
2)
60 59
5.5" 11" 16.5" 22" 27.5"
56 53 49
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 66 of 68
Table 6.5 - Section properties (16” Skyline Roofing® & Skyline Roofing® hp):
Table 6.6 - Fastener attachment schedule (16”, 24ga Skyline Roofing® hp):
AreaMoment of
Inertia
Distance to
N.A. from
Bottom
Positive
Section
Modulus
Negative
Section
Modulus
w t Fy Fu Ag Ig yb Sg+ Sg-
psf in ksi ksi in2/ft in
4/ft in in
3/ft in
3/ft
26 0.94 0.0173 33 45 0.2659 0.0143 0.11 0.0152 0.1229
24 1.25 0.0232 50 65 0.3551 0.0180 0.12 0.0197 0.1457
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Moment of
Inertia
Distance to
N.A. from
Bottom
Section
Modulus
Ae/ft Ie+ yb Se+ Ie- yb Se- I+ I-
in2
in4/ft in in
3/ft in
4/ft in in
3/ft in
4/ft in
4/ft
26 0.0568 0.0140 0.11 0.0152 0.0080 0.35 0.0119 0.0141 0.0101
24 0.0774 0.0181 0.12 0.0197 0.0107 0.35 0.0155 0.0181 0.0132
Gauge WeightBase Metal
Thickness
Yield
Strength
Tensile
Strength
Gross Section Properties
Gauge
Effective Section PropertiesUniform Load Only
Area
Positive Negative
Id = (2Ie+Ig)/3
46 45 44 43 42
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
1 #8 46 45 39 29 23
1 #10 46 45 44 34 27
1 #8 46 45 39 29 23
1 #10 46 45 44 34 27
1 #8 46 45 39 29 23
1 #10 46 45 44 34 27
1 #8 46 45 44 43 42
1 #10 46 45 44 43 42
1" min 74 73 71 69 67
73 52 39 31
Plywood
& OSB
15/32"
19/32"
23/32"
Lumber
(DFL)
74
74 73 71 69 67
74 73 52 39 31
74 73 61 45 36
74 73 52 39 31
74 73 61 45 36
74 73 61 45 36
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
Substrate
Fastener Attachment Spacing, (ft-in)
# Size
11" 16.5" 22" 27.5"
71 69 67
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
Panel Negative (Outward) Uniform Load Capacity, (lbs/ft2)
74 73
5.5"
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 67 of 68
Table 6.7 - Fastener attachment schedule (16”, 26ga Skyline Roofing®):
31 31 30 29 28 26
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
ASD
W/Ω
1 #8 31 31 30 29 23 19
1 #10 31 31 30 29 27 22
1 #8 31 31 30 29 23 19
1 #10 31 31 30 29 27 22
1 #8 31 31 30 29 23 19
1 #10 31 31 30 29 27 22
1 #8 31 31 30 29 28 26
1 #10 31 31 30 29 28 26
33"
30
42
Lumber
(DFL)
1" min 42
50 49 48 46 45
50 49 48 46 45
50 49 48 45 36 30
23/32" 2650 49 48 39 31
49 48 45 36
50 49 48 39 31 26
15/32"
19/32"
26
50 49 48 45 36
39
Plywood
& OSB
50 49 48
50
31
LRFD
φW
LRFD
φW
45 42
Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)
LRFD
φW
LRFD
φW
LRFD
φW
LRFD
φW
27.5"
30
Substrate
Fastener Attachment Spacing, (ft-in)
# SizePanel Negative (Outward) Uniform Load Capacity, (lbs/ft
2)
50
5.5" 11" 16.5" 22"
49 48 46
Number: 309
Originally Issued: 09/09/2014 Revised: 09/28/2018 Valid Through: 09/30/2019
Page 68 of 68
CALIFORNIA SUPPLEMENT ASC PROFILES LLC AEP SPAN AND ASC BUILDING PRODUCTS: SINGLE SKIN STEEL ROOF AND WALL PANELS WITH CONCEALED FASTENERS CSI Section:
07 61 00 Sheet Metal Roofing 07 64 00 Sheet Metal Wall Cladding
1.0 RECOGNITION
ASC Profiles, LLC. AEP Span and ASC Building Products Single Skin Steel Roof and Wall Panels With Concealed Fasteners have been evaluated for use as exterior roof and wall covering panels. The structural and fire resistance properties of the panels have been evaluated for compliance with the following codes:
• 2016 California Building Code (CBC) • 2016 California Residential Code (CRC)
The roof panels comply with requirements for metal roof panels in Chapter 15 of the CBC, and Section R905 of the CRC. The wall panels comply with requirements for steel exterior wall coverings in Chapter 14 of the CBC, and Section R703 of the CRC.
2.0 LIMITATIONS
The AEP Span and ASC Building Products panels, clips, and fasteners described in evaluation report ER-309 are in compliance with, or are acceptable alternatives to what is specified in those codes listed in Section 1.0 of this report subject to the limitations contained in ER-309 and to the following limitations, as applicable: 2.1 The minimum allowable roof panel slopes shall conform to CBC Section 1507.4 or CRC Section R905.10; or as stated within this report. 2.2 Roof panel flashing requirements, when applicable, shall comply with CBC Section 1503.2 and 1503.3 or CRC Sections R903.2 and R903.3. Underlayment shall be installed
in accordance with CBC Section 1507.4.5 or CRC Section R905.10.5 where applicable wind conditions occur. 2.3 Panels used on exterior walls shall be flashed in accordance with CBC Section 1405.4 and shall be over a water-resistant barrier complying and installed in accordance with CBC Section 1403.2 or CRC Section R703.1. Vapor retarders shall be installed, as applicable, in accordance with CBC Section 1405.3. 2.4 Design of panel penetrations and other panel discontinuities shall be the responsibility of the structural design professional in accordance with CBC Section 1604.4 or in accordance with the manufacturer’s installation instructions, when approved by the building official. 2.5 Roof assemblies complying with the requirements of CBC Section 1505.2 Exception 2, or CRC Section R902.1 Exception 2 are considered Class A roof assemblies. For other conditions, roof assemblies shall be listed as Class A, B, or C in accordance with ASTM E108 or UL 790 by an approved testing agency or shall be considered as non-classified roofing. ASC Profiles shall be contacted for information on specific listed assemblies.
3.0 CONTACT INFORMATION
ASC Profiles LLC
2110 Enterprise Blvd.
West Sacramento, CA 95691 (800) 733-4955 www.ascprofiles.com
ASC Profiles Division:
AEP Span www.aepspan.com
ASC Building Products www.ascbp.com
For additional information about this evaluation report please visit
www.uniform-es.org or email us at [email protected]